Border Security Force - Punjab

34231836 improvement /up gradation of single row barbed wire fencing with signle row link fencing at jcp sadqi of 181 bn (now 55 bn) bsf under shq bsf abohar...

Border Security Force - Punjab

34208953 replacement of old barbed wire fence 144 bn bsf replacement of old barbed wire fence with new smart fence in aor of bop bharopal bp no 117_18s to 118_m of 144 bn bsf under shq bsf amritsar...

Border Security Force - Punjab

34208951 replacement of old barbed wire fence with 183 bn bsf replacement of old barbed wire fence with new smart fence in aor of bop fatehpur bp no 85_m to 85_7m of 183 bn bsf under shq bsf amritsar...

Border Security Force - Punjab

34208944 replacement of old barbed wire fence with new smart fence in aor of bop bharopal bp no. 116_2s to 117_16s of 144 bn bsf under shq bsf amritsar...

Border Security Force - Punjab

34208863 replacement of old barbed wire fence with new replacement of old barbed wire fence with new smart fence in aor of bop babapir bp no. 135_15 to 135_21 of 71 bn bsf under shq bsf amritsar...

Border Security Force - Punjab

34208823 replacement of old barbed wire fence with 22 bn bsf replacement of old barbed wire fence with new smart fence in aor of bop chhanmullah bp no 87_7g to 87_13s of 22 bn bsf under shq bsf amritsar...

Military Engineer Services - Punjab

34138265 special repair to bldg no p 18 / 1 to p 18 / 4 single offr accn of hq 350 inf bde and addn / altn of boundary wall alongwith bhim road with ms angles corrugate galvalume sheet barbed wire and other sanctioned works under ge ( w ) jalandhar cantt...

Water Resources Department - Punjab

34135525 estimate for rehablitation of amrala minor by concrete lining items for concrete lining : ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary road ( discharge upto 1.5 cum / s ) 2 earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. 3 excavation of soil ( any type ) using hydraulic excavator ck 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 30 mtr. 4 excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads avg leads11.28 km i / c first 1.39 km katcha 5 extra for laying earth as per specification for compaction in 20 cm. layers and dressing including the cost of rolling and watering as per p.w.d specifications. 6 dressing of earth work ( new ) 7 earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing ( 0 to 1.5 mtr depth ) 8 dressing and preparation of sub grade for side slopes. 9 laying 1:3 ( cement: water ) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete 10 cement concrete lining 75 mm thick or less laid mannualy for irrigation channels using cement concrete m 15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply , carriage, of loading and unloading of material complete in all respect ( for trapozoidal section and cup section of all radius ) ( for bed & side slope ) 11 cement concrete lining 75 mm thick or less laid mannualy for irrigation channels using cement concrete m 15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply , carriage, of loading and unloading of material complete in all respect ( for trapozoidal section and cup section of all radius ) for coping 12 cement concrete lining 75 mm thick or less laid mannualy for irrigation channels using cement concrete m 15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply , carriage, of loading and unloading of material complete in all respect ( for trapozoidal section and cup section of all radius ) for sleeper 13 dag belling single kassi stroke minimum 7.5 cm. depth complete in all respectas per design / drawing and pwd specifications 14 filling of construction / contraction joints sealing compound including supply , carriage, of material complete in all respectas per design / drawing and pwd specifications 15 filling of expansion joints with special impervious hot pour 12.50 mm wide 16 extra for bitumen painting @ 0.69 kg per sqmt. supplycarriage of material complete in allrespect 17 providing & laying150 micron polyethene sheetover sleeper 18 shuttering for faces of concrete lining on side slopes and bed complete in all respectas per design / drawing and pwd specifications 19 advance direction sign board 1200x1800 mm rectangular as per irc 67 2012 with high intensity microprismatic grade retro reflective sheeting as per astm d 4956 – 09 and as per irc 67 – 2012. 20 items for outlets ( patrol / non patrol ) : earth work involved in dismantling of outlet ’h’ upto 0.50mt. 21 dismantling of apm of type outlet involved dismantling cement masonry & rcc slab with ‘h’ upto 0.50 mt. 22 adjusting new apm block in correct ‘y’ and fixing in position 23 c.c. 1:4:8 with brick ballast 40 mm gauge 24 brick masonry in 1:4 csm 25 rcc m20 for slab 26 bending binding and placing in position ctd bars fe 500 27 extra labour for dressing of bricks for outlet with ‘h’ upto 0.50 mt 28 earth work involved in dismantling of outlet ’h’ more than 0.50 mt but up to 0.90 mt 29 dismantling of apm of type outlet involved dismantling cement masonry & rcc slab with ‘h’ more than 0.50 mt but up to 0.90 mt 30 items for tail cluster: earth work in excavation in foundations trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. 31 laying c.c 1:4:8 with brick ballast including cost of material 32 first class burnt brick work laid in cement sand mortar 1:4 in foundation ) and plinth 33 12.50 mm thick cement plaster 1:4 34 rehandling of e / work 35 items for recharge well: earthwork in excavation of foundations ofbridges, culverts building including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around: .for ordinary gravel soil involving pick work 36 cement concrete 1:4:8 ( b ) with stone aggregate 40mm gauge ( 2 ) mixing by mechanical means using concrete mixer volumetric type 37 first class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth 38 12.5 mm thick cement plaster 1:4 39 providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: bajri ( coarse ) screened, cleaned and washed and graded from 20mm to 25mm ( frompathankot or approved equivalent quarry ) 40 bajri screened, cleaned and washed and graded from 6mm to 20mm ( from pathankot or approved equivalent quarry ) . 41 coarse sand screened, cleaned and washed and graded from 3mm to 6mm ( frompathankot or approved equivalent quarry ) 42 boring / drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in is: 2800 ( part i ) , including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of engineer – in charge, upto 90 metre depth below ground level. ( c ) 400 mm dia. 43 supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well casing ( cm ) pipe of required dia. conforming to is: 12818 2010 including required hire and labour charges, fitting and accessories etc. all complete for all depths as per direction of engineer in charge. ( c ) 200mm nominal size dia. 44 supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well screen ( rms ) pipe with ribs conforming to is: 12818 2010 including required hire and labour charges, fitting and accessories etc. all complete for all depths as per direction of engineer in charge. ( c ) 200mm nominal size dia. 45 supplying at quarry site of gravel of 1 / 16 to 1 / 8 sizes including pouring and packing in the annular space between the pipes assembly and the bore.the gravel should be free from dust, dirt or the vegetables manner as per is 4097 / 1967 with latest amendments 46 back filling behind abutment, wing wall and return wall complete as per drawing and techanical specifications. ( a ) granular material 47 supply and fixing of well cap having thread to fix on housing pipe complete in all respects. ( c ) 200 mm internal diameter 48 supply and fixing of m.s. clamp of size to 150 x 12 mm made out of ms flat 1.52 m long suitable to fit housing pipe including the cost nut and bolts of suitable size complete in all respects. 49 development and stabilizing of the tubewell with air compressor of required capacity as directed by the engineer in charge including cost of tools, appliances & consumable to the satisfaction of engineer incharge. ( a ) capacity of air compressor 300 cfm at 250 psi 50 1.8 meter high g.i. barbed wire fencing with 2.4 meter angle iron posts 50x50x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires fixed with gi staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of mort&h specifications 51 iron grated doors, including pintle hinges & arrangements. 52 providing and laying 80 mm thick factory made cement concrete interlocking paving blocks of m40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per irc sp 63 2014 and of approved size and design / shape laid in ordinary grey colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of engineer incharge. 53 item for boundary pillars `: earthwork in excavation of foundations of bridges, culverts building including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around: .for ordinary gravel soil involving pick work 54 laying r.c.c. 1:2:4 ( m 15 ) batch mixed with stone ballast or shingle 55 cement concrete 1:4:8 56 bending binding and placing in position steel reinforcement 10mm dia bars 57 painting new concrete surface 58 item fordistance marks : earthwork in excavation of foundations of bridges, culverts building including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around: .for ordinary gravel soil involving pick work 59 laying r.c.c. 1:2:4 ( m 15 ) batch mixed with stone ballast or shingle 60 cement concrete 1:4:8 61 bending binding and placing in position steel reinforcement 10mm dia bars 62 centering and shuttering for columns ( square or rectangular ) 63 10mm thick cement plaster 1:3 64 painting new concrete surface 65 painting new letters on surface 66 excavation in soil ( any type ) using hydraulic excavatorck 90 and tippers with disposal up to 450 metres.excavation for roadwork in soil with hydraulic excavatorof 0.9 cum bucket capacity including cutting andloading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades andcross sections, and transporting to the embankmentlocation within all lifts and lead up to 450m...

Indian Railway - Punjab

34035922 auction sale of scrap ferrous mix consisting of various types of scrap almirahs, cabinets, sheets, barbed wire, cooler bodies, broken drums, cans, electrodes, packing iron strips, fire extinguisher casings, file cabinets, chair frames, pipes , meshes, , binding wire and other various types of scrap parts and components of sorts and sizes. pl no 98090800...

Water Resources Department - Punjab

33965617 drilling and development, construction of pump house d tanks, fencing of barbed wire energisation of 02 no. deep tubewell of village siana and paniali of balachaur block ( under 502 no. deep t / wells project ) ...

Water Supply And Sanitation Department - Punjab

33930003 providing and installing pvc tube well 200 mm dia upto 120mtr. depth with hand boring, pumping machinery, disinfection unit electrically based and construction of pump chamber 3.05 x 3.70 m including gravil pit , complete in all respects & providing, laying, cutting, jointing & testing of pvc pipe 6kg / cm2 for distribution. including cost of excavation, dismantling & relaying of dry brick on edge paving and dismantling of metalled road and the restoration of the metalled road to its original condition , house hold water connection with water meter, development of water works site i.e.corner pillars, barbed wire fencing, d hooks, gate pillars, foot path, sign board, including carriage of material complete in all respect and o&m of scheme for 3 months after execution of work at site. under head narbard xxiiiname of scheme water supply scheme chak mahantan wala, block guruharsahai, distt ferozepur...

Patiala Locomotive Works - Punjab

33806897 repairing of boundary wall with barbed wire / concertina wire in back side of hospital ( from kv ii to sbi bank ) in colony ii area, plw, patiala. ( 2022 23 ) ...

Panjab University - Punjab

33764916 provision for raising / repair of boundary wall and barbed wire fencing in boys hostel no.8 in panjab university south campus, sector 25, chandigarh...

Department Of Defence - Punjab

33747554 bids are invited for excavation in trenches not exe 1.5m deep and not exe 1.5 wide for foundation , m and l for plain cement concrete 1.4.8 type d2 using 40 mm graded broken stone , plain cement concrete 1.2.4 type b 1 using 20mm graded crushed stone aggregate , m and l brick work with sub class b bricks in cm 1.6 straight or curved , all as per item no 04 here in before but except brick. , m and l for formwork to side or soffits of floor or roof beams lintel band , m and l reinforcement cement concrete nominal mix type b1 1.2.4 using 20 mm graded stone , tmt bars 10 mm dia and over cut to length bent to shape required including cranking , ditto as per above but 5 mm dia an over upto and including 10 mm dia , material and labour for rendering 15mm thick in cement mortal 1.4 on brick work , m and l preparing of new surface of wall and applying two or more coats of 100 percent , s and f framed works such as grills, gratings etcwith ends of bars shouldered , s and f galvanised 2 strandsteel barbed wire 2.24mm dia barbed with 2mm dia , m andl for preparing new old surfaces of steel over 10 cm widthor girth , returning filling in including spreading, levellingwatering and well ramming , removing surplus excavatedsoil to a distance n exc 1.50 km but not exc 5.0 km , m andl for digital elevation tiles of area 0.18sqm but n.exc0.72sqm and 7 to 8 mm thick , removing mortar from andcleaning bricks built in cement mortar , demolition of pcc inany position ground floor , demolition of brick built in cm ,dismantling wrought iron or mild steel work , taking downbarbed wire fencing of any type and any description fromrcc posts , taking down cement plaster of any descriptionthickness including raking out joint total quantity : 11519...

Water Supply And Sanitation Department - Punjab

33742845 providing outer white washing of pump chamber and gate along with gate pillar and corner pillar repair of docr an window barbed wire repair of sv and comansion joint and other coors combined there to...

Military Engineer Services - Punjab

33661975 special repair to bldg no p 18/1 to p 18/4 single offr accn of hq 350 inf bde and addn/altn of boundary wall alongwith bhim road with ms angles corrugate galvalume sheet barbed wire and other sanctioned works under ge(w) jalandhar cantt ...

Water Supply And Sanitation Department - Punjab

33646812 providing & fixing & jointing of pvc pipe ( 6kgf / cm2 ) manually excavation / mechanically, hand boring horizontly, s.v chamber, chlorination & disinfection, g.i. barbed wire 3 ply, repair of pump chamber with staff quarter water worksat water supply, schemegarhi baksian ( 3 nos ) 1 ) garhi baksian 2 ) sakarpur 3 ) jallowal ( part of village jallowal ) block bhogpur distt. jalandhar ( under deposit work ) ...

Water Resources Department - Punjab

33639966 drilling and development, construction of pump house d tanks, fencing of barbed wire and energisation of 02 no. deep tubewell of saroya block of distt sbs nagar ( under 502 no. deep t / wells project ) d...

Water Supply And Sanitation Department - Punjab

33602860 installation of new tubewell size 150mm i / d straight 150 mtr depth, construction of rcc ohsr 15000 ltr., pump chamber size 2.50 x 2.50m, distribution system, chlorinator, private water connection with water meter, pumping machinery & development of water works site at water supply scheme village tirak karma ( 2 no. ) block & distt. ropar ( under prwssip 1a ( iii ) / jjm ) pkg 2 ( ohsr & civil works construction of rcc ohsr 15000 ltr, pump chamber etc. construction of rcc ohsr 15000 ltr., pump chamber size 2.50 x 2.50m, distribution system, chlorinator, private water connection with water meter, pumping machinery an development of water works site at water supply scheme village tirak karma ( 2 no. ) , ohsr , constructing one no. of 15 kl ( 15000 litres ) capacity with sill level not less than 15.00 m height upto fsl complete with external rcc stair case with landing slabs at each staging rcc roof, ventilator single main hole cover lightening conductor etc. complete as described in schedule no.3. providing and fixing di k 9 d / f expansion joints conforming to ( is 8329 / 2000 ) or latest bell mouth and d / f puddle collars as per dwss design on basis of enclosed drawing. duck foot bends, conforming to isi 13382 and di k 9 d / f sluice valve duly isi marked ( is 14846 2000 or latest ) one each with inlet, outlet and scour pipes, including providing and installing inlet, outlet scour pipe and overflow di k 9 double flanged pressure pipes horizontally cast in sand moulds as per is 7181 / 1986 and latest duly isi marked from bottom dome to duck foot bend and further up to 2.75 mtr as per detail specification. tmt steel & painting of all complete shall be included in cost & p / f aluminium leader inside the ohsr complete in all respect as per specifications. ( the specifications & drawing are based on safe bearing capacity of soil of is less than 8.75 tone per sqm. in case the safe bearing capacity of sail is less than 8.75 tone per sqm. the contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per dwss specifications. the difference in quantities from the standard drawing based on 8.75 tone per sqm safe bearing capacity will be paid as per csr+ prevailing ceiling preminum including providing and fixing automatic electronic water level control device and construction of plinth protection around ohsr with masonry toe wall with 40 mm thick cc 1:2:4 on top over 100 mm thick cc 1:8:16 & inside earth filling within lead of 5 km, including overflow haudi complete in all respects. , pumping main ( rising main ) , providing, laying , fixing & jointing ofp.v.c. pipes as per isi 4985 ( isi marked with the prior approval of engineer in charge ) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications including excavation. ( manualy ) , 90mm o / d pipe of 10 kgf. / sqcm , providing & fixing c.i / d.i flanged end, stem of ss ( ais 1410 ) and bronze ( gunmetal ) working parts sluice valves isi marked 14846 2000, including jointing, testing & cost of nut, bolt & insertion sheet, all carriage complete ( with the approval of engineer in – charge ) , 80 mm i / d , providing, fixing & jointing cast iron surface box for sluice valve, air valve, fire hydrant etc. including all carriages complete , construction of masonry sluice valve chamber excluding sluice valve cover as per standard design & drawings of public health department ( 2 no. each of size 0.6m x 0.6m ) , pump chamber 2.50 x 2.50 mtr. , construction of pump chamber size 2.50m×2.50mtr, with gravel pit but including electric wiring as per dwss standard design & analysis, complete in all respects. extra for provision for sanitary latrinein pump chamber for foundation and plinth of wc rooms including flooring, pvc pipes, junction box, 1 nos. leach pits, super structure wc room etc. , distribution system , providing, stringing out pvc pipes as perisi 4985 ( isi marked with prior approval of engineer in charge ) casting along the trenches and laying the same in trenches to correct alignment and gradients, cutting. jointing and testing, including excavation & specialscomplete as per specifications for less than 3 mtr street width. complete in all respect ( manual ) imp. note: excavation item no. 28.2 ( ii ) ( for ordinary soil having gravel upto 40% ) is taken as the area of village falls in kandi area , pvc pipe63mm o / d , providing, stringing out pvc pipes as perisi 4985 ( isi marked with prior approval of engineer in charge ) casting along the trenches and laying the same in trenches to correct alignment and gradients, cutting. jointing and testing, including excavation & specialscomplete as per specifications for for more than3 mtr street width complete in all respects ( mechanical means ) note: excavation item no. 28.1 ( ii ) ( for ordinary soil having gravel upto 40% ) is taken as the area falls in kandi area , pvc pipe63mm o / d , pvc pipe90mm o / d , dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting. , pvc pipe63mm o / d , dismantling of mettalic road with bitumainous course 50mm to 75 mm thick cc 1:8:16 and making good the same to its original condition. complete in all respect as per instructions / directions issued by eic , pvc pipe63 mm o / d , dismantling of cement concrete 80mm thick cement concrete 1:2:4 over 100mm thick c.c. 1:8:16 and making good the same to its original condition complete in all respects as per analysis a 25 , pvc pipe63mm o / d , providing and fixing and jointing isi marked gun – metal peet valves ( heavy pattern ) as peris 778 with hand wheels, on g.i pipe lines laid in the ground or inside buildings including all carriages complete , 65 mm i / d , hand boring horizontly for crossing of pipe under road or any other obstacle by using auger / bocki method.including excavation , stringing and jointing of pipe upto 160mm complete , private water connections including water meter , providing proposed water connection to house hold up to wall with providing, laying jointing, testing gi pipe lines 15mm i / d=2.50 mtr b class as per csr 28.36 ( a ) , ( above gl ) , prov. & fixing mdpe pipe 15mm i / d with specials 2.00 mtr ( below gl ) including cost of specials such as tees, bends, sockets, elbow etc. cutting, threading, and testing in trenches in the ground and isi marked 15mm i / d gm ferrule as per is: 2692 and 3 i / d clamp with c.i bib cock 15mm i / d as per is:210 with stainless steel spindle of approved make as per csr 30.65 ( b ) , providing, fixing & jointing water meter ( muti jet ) in gi pipe line including cutting & therading pipe and making long screw etc. complete including cost of gi jain, nut complete. ( 15mm ) , chlorinator , prov. installing, testing & commissioning one no. electronically actuated, diaphragm operated, metering system, chemical dosing chlorinator , suitable for delivering 0.5 to 6 litres of bleaching powder solution / sodium hypo solution per hour under maximum delivery pressure up to 7 kg.cm2, and suction lift not less than 1.5 m, as per dwss. standard specifications. , pumping machinery , providing, installing, testing and commissioning of 1 no. 3 bhp electrically driven pumping set of reputed make , capable ofdeleviring 100 lpm against a head of 39 mt . complete in all respects , supplying lowering of 50 mm dia gi d / f pipe as per is 1239 ( b class ) premim makesuch ( as jindal hisar ) including cost of specials such as tees, bends , sockets elbow etc, cutting , treading and testing in trenches in the ground. complete in all respects , providing and fixing of submerssible of 2.50 mm ² core cable , complete in all respect , providing installing, testing and commissioning of1 no.controlpanel ( ec / ws ) electricity & water saver, 1 hp to 12.50 hp oil immersed 2 set contactor complete job including indicators, switches, over load functions , line fault protection , power saving functionsas permanufacturerspecifications, details& enclosure etc. complete in all respect including carriage , gst as applicable & installation charges. , c.ifitting inside pump chamber , providing and installing 80mm dia delivery main ( from tube well to duck foot bend including cost of c.i / d.f pipes, d / f sluice valves, d / f nrv & specials as c.i bends, tail piece tees etc.. inside the pump chamber as per standard design complete in all respects , construction of v notch houdi ( size 1.80 x 0.90 m ) including cost of v – notch as per standard design & drawings of public health department , solar panel , providing, fixing, installing, commissioning, solar panel energy system ( monocrystalline ) for amount of electric power required for running electric motor and other appliances such as fan, tube, bulb etc in water works site. including bi directional meter and inverter of suitable capaity as per guidelines issued by peda complete in all respects. , development of water works , providing & fixing g.i. barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & aluminum painting complete in all respects as per standard drawing d 6 & 8 ( as per analysis a 6 ) , providing & fixing angle iron pickets with angle 40mm x40mm x 6mm including cost of concrete block & painting complete in all respects as per standard drawing d 8 & ( as per analysis a 6 ) . , providing & fixing d.hook complete with ms bolts size 300mm x 18mm as per standard drawing d 7 & analysis a 7 , construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard drawing d 3 & analysis a 3. , construction of masonry gate pillar including cost of ms steel gate size 1.22mtr x 1.37 mtr as per standard drawing with including d 4 & analysis a 4 complete in all respects , construction of cement concrete, foot path with masonry toe wall & earth filling inside water works as per standard drawing d 7 & analysis a 10. , providing & fixing ms sign board as per standard size of dwss as per analysis a 24 & drawing d 20 , construction of toe wall around the water works site ( 0.45 mtr depth ) , enviornment , rough grassing including uprooting rank vegetation and weeds by digging the area to a depth of 15 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, mixing fertilizer, levelling and dressing for planting new grass, including disposal of all rubbish with all leads and lifts, planting doob grass in rows 15 cm apart in both directions, watering and maintenance till first mowing. , digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control , supplying and planting permanent trees in prepared pits and watering , supplying and planting permanent shrubs in prepared pits and watering , carriage of material , extra for carriage of fine & course aggregate i.e. sand & bajri from query to water works site beyond 5 km ( qty as worked out for the components to be constructed detail 1.9 & rate as per lead on csr + ceiling premium for the applicable lead beyond first 5 km ) 30 km. , sand & bajri , operational & maintenace , operation and maintenance of water supply scheme for 3 months excluding electrical charges complete in all respects...

Water Resources Department - Punjab

33600943 drilling and development, construction of pump house d tanks, fencing of barbed wire of 01 no. deep tubewell of nurpur bedi block of dist ropar ( under 502 no. deep t / wells project ) ...

Water Resources Department - Punjab

33600938 drilling and development, construction of pump house d tanks, fencing of barbed wire of 01 no. deep tubewell of village samlah of sh. anandpur sahib block of dist ropar ( under 502 no. deep t / wells project ) ...

Water Resources Department - Punjab

33600932 drilling and development, construction of pump house d tanks, fencing of barbed wire of 01 no. deep tubewell of nurpur bedi block of dist ropar ( under 502 no. deep t / wells project ) ...

Water Resources Department - Punjab

33600930 drilling and development, construction of pump house d tanks, fencing of barbed wire of 01 no. deep tubewell of nurpur bedi block of dist ropar ( under 502 no. deep t / wells project ) ...

Water Resources Department - Punjab

33600917 drilling and development, construction of pump house d tanks, fencing of barbed wire of 01 no. deep tubewell of sh. anandpur sahib block of dist ropar ( under 502 no. deep t / wells project ) ...

Water Resources Department - Punjab

33600916 drilling and development, construction of pump house d tanks, fencing of barbed wire of 01 no. deep tubewell of sh. anandpur sahib block of dist ropar ( under 502 no. deep t / wells project ) ...

Water Resources Department - Punjab

33600913 drilling and development, construction of pump house d tanks, fencing of barbed wire of 01 no. deep tubewell of sh. anandpur sahib block of dist ropar ( under 502 no. deep t / wells project ) ...

Water Resources Department - Punjab

33600911 drilling and development, construction of pump house d tanks, fencing of barbed wire of 01 no. deep tubewell of sh. anandpur sahib block of dist ropar ( under 502 no. deep t / wells project ) ...

Water Resources Department - Punjab

33600910 drilling and development, construction of pump house d tanks, fencing of barbed wire of 01 no. deep tubewell of sh. anandpur sahib block of dist ropar (under 502 no. deep t/wells project)...

Water Resources Department - Punjab

33600906 drilling and development, construction of pump house d tanks, fencing of barbed wire of 01 no. deep tubewell of sh. anandpur sahib block of dist ropar ( under 502 no. deep t / wells project ) ...

Water Resources Department - Punjab

33600905 drilling and development, construction of pump house d tanks, fencing of barbed wire of 01 no. deep tubewell of sh. anandpur sahib block of dist ropar (under 502 no. deep t/wells project)...