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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.2 LAccepted-AOC 225 NAROT COLONY MODEL TOWN PATHANKOT PB 145001 | PATHANKOT | PUNJAB | 145001 | ₹28.2 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹28.2 LRejected-Finance VILL BUNGDAL DADHANI P O BADHANI DISTT PATHANKOT PIN 145001 | PATHANKOT | PATHANKOT | PUNJAB | 145001 | ₹28.2 L | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹32.5 LRejected-Finance | ₹32.5 L | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹36.2 LRejected-Finance | ₹36.2 L | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹37.3 LRejected-Finance | ₹37.3 L | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/S SINGH AND ASSOCIATES L10 | pardeep singh marwaha L4 | JAI DURGA CONSTRUCTION CO L5 | M/S V K TRADERS L9 | M/S SURINDER KUMAR MAHAJAN L6 | kailu construction co L7 | M/S SHRI RAM BUILDERS L1 | M/S KLM ENTERPRISES L3 | M/S CANTILEVER ENGINEERS L2 | Ashoka Engineers L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.5 m wide and not exc 1.5m deep for foundation etc or for laying of pipes etc and getting out in soft/loose soil, complete all as specified and directed by Engineer-in-Charge. | 235 | Cum | 120 ₹28,200 | 120 ₹28,200 | 95 ₹22,325 | 105 ₹24,675 | 125 ₹29,375 | 80 ₹18,800 | 63 ₹14,805 | 95 ₹22,325 | 35 ₹8,225 | 120 ₹28,200 |
| 2.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm in soft/loose soil, complete all as specified and directed by Engineer-in-Charge. | 195 | Cum | 45 ₹8,775 | 25 ₹4,875 | 30 ₹5,850 | 55 ₹10,725 | 50 ₹9,750 | 60 ₹11,700 | 13 ₹2,535 | 25 ₹4,875 | 35 ₹6,825 | 45 ₹8,775 |
| 3.00 | Removing excavated soil to a distance exc 50m and not exc 250m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. | 40 | Cum | 60 ₹2,400 | 35 ₹1,400 | 50 ₹2,000 | 45 ₹1,800 | 65 ₹2,600 | 30 ₹1,200 | 23 ₹920 | 35 ₹1,400 | 35 ₹1,400 | 60 ₹2,400 |
| 4.00 | Checking and shortout the faulty pipe line against low pressue/leakage/ broken pipe line including Repair, maint and making leak proof GI/CI/DI water supply pipe lines/valves after rectifying the defects of the water supply items in TECHNICAL AREA complete with clips, wall hooks, wooden plugs, cutting, screwing and for making forged bends on piping as required and other similar items/fittings etc such as joints, sluice valves/gate valves, bends, elbows, tees, connectors, backnuts, diminishing pieces, caps, plugs and unions, etc and fixing complete. complete all as specified and directed by Engineer-in-Charge (Note :- (i) Each job is assessed for one no fitter general mechanic alongwith a helper each day.
(ii) Minor excavation required for repair work for upto the length of 1mtr and depth of 1 mtr and width of 0.6 mtr including retrurning filling and removal of surplus soil is deemed to be included in quoted rates
(iii) Material such as joints, valves of any type, CI fittings will be measured and paid seperately under respective item of schedule, cost of taking out, fixing only and faulty items and any material other that mentioned required for fault rectification is deemed to be included in quoted rates.
(iv) Any T&P required for execution of job is to be provided by contractor and is deemed to be included in quoted rates. | 210 | Each Day Job | 1,600 ₹3.4 L | 1,500 ₹3.1 L | 1,400 ₹2.9 L | 1,450 ₹3.0 L | 1,525 ₹3.2 L | 1,499 ₹3.1 L | 993 ₹2.1 L | 1,365 ₹2.9 L | 530 ₹1.1 L | 1,600 ₹3.4 L |
| 5.00 | M&L for construction of valve pit in repair of internal size 900x900x1000mm of solid block masonry in cement mortar 1:6 and applying 15mm thick plastering to internal and exposed external surfaces in cement mortar 1:4, mixed with water proofing compound @ 3% by weight of cement, PCC 1:3:6 type C-2 in foundation, PCC 1:2:4 type B-1 in floor & coping of valve pit and pit cover made out of 3mm thick mild steel sheet with 40x40x5mm angle iron frame and 40x5mm FI hold fast embedded in PCC by applying two coats of synthetic enamel paint blue over a coat of red oxide primer for 80mm to 150mm dia of valve cleaning and filling up earth or sludge and removing the same with other demolished material to a distance not exc 50m and deposited as directed by Engineer-in charge. (Note:- The work will be carried out with in distance 1KM from road). | 12 | Each | 5,000 ₹60,000 | 5,500 ₹66,000 | 4,000 ₹48,000 | 6,000 ₹72,000 | 4,850 ₹58,200 | 3,000 ₹36,000 | 2,500 ₹30,000 | 3,500 ₹42,000 | 1,500 ₹18,000 | 5,000 ₹60,000 |
| 6.00 | All as per item No.05 above but suitable for valve 50mm dia and pit of internal size 610x610x690mm complete all as specified and directed by Engineer-in-Charge. | 5 | Each | 3,500 ₹17,500 | 3,500 ₹17,500 | 3,500 ₹17,500 | 4,500 ₹22,500 | 3,460 ₹17,300 | 4,000 ₹20,000 | 2,000 ₹10,000 | 1,850 ₹9,250 | 1,500 ₹7,500 | 3,500 ₹17,500 |
| 7.00 | Taking down old unserviceable water level indicator assembly, consisting of mild steel level indicator with superior quality steel wire of suitable length, balancing weight, a set of pulley duly grouted in wall of RCC over head tank with MS support, brass/copper float valve, including painting of MS scale with synthetic enamel paint and marking the required numbers/scale in red/black colour complete all as specified and directed by Engineer in Charge. | 3 | Each Job | 5,000 ₹15,000 | 5,000 ₹15,000 | 10,000 ₹30,000 | 5,500 ₹16,500 | 5,200 ₹15,600 | 8,000 ₹24,000 | 3,250 ₹9,750 | 3,500 ₹10,500 | 1,500 ₹4,500 | 5,000 ₹15,000 |
| 8.00 | Cleaning of pit chamber of Domestic area including painting MS Pit cover complete all as specified and directed by Engineer-in-Charge. (Note : Location of water chambe will be decided by Engr-In- Charge.) | 15 | Each Job | 500 ₹7,500 | 500 ₹7,500 | 500 ₹7,500 | 500 ₹7,500 | 525 ₹7,875 | 600 ₹9,000 | 50 ₹750 | 250 ₹3,750 | 111 ₹1,665 | 500 ₹7,500 |
| 9.00 | Surface dressing in hard/dense soil not exc averaging 15cm deep for cleaning the area by cutting the unwanted bushes/vegitation growth at surrounding area of pump house installations, around the valve pit chamber/along the pipe line route if required etc complete all as specified and directed by Engineer-in-Charge. | 800 | Sqm | 50 ₹40,000 | 25 ₹20,000 | 30 ₹24,000 | 20 ₹16,000 | 75 ₹60,000 | 50 ₹40,000 | 12 ₹9,600 | 39 ₹31,200 | 8 ₹6,400 | 50 ₹40,000 |
| 10.00 | S&F 15mm bore GI fittings i.e, elbow complete all as specified and directed by Engineer-in-Charge. | 15 | Each | 25 ₹375 | 20 ₹300 | 25 ₹375 | 15 ₹225 | 32 ₹480 | 35 ₹525 | 22 ₹330 | 25 ₹375 | 33 ₹495 | 25 ₹375 |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
6 Feb 2026, 6:00 pmClosed
Sh Vishal Kumar
GE (AF) Pathankot
REPAIR REPLACEMENT OF PIPELINE SLUICE VALVES GATE VALVES AND OTHER CONNECTED ITEMS OF TECH AREA AT AFS PATHANKOT
2026_MES_748715_1
GE/PAF-90/2025-26
Open Tender
Civil Works
180 days
GE (AF) Pathankot
As per NIT
8 documents required · 8 mandatory
₹500
Yes
GE (AF) Pathankot
₹70,000
Yes
30 Mar 2026
16 Jan 2026
9 Feb 2026
16 Jan 2026
6 Feb 2026
30 Jan 2026
Excavation in trenches not exc 1.5 m wide and not exc 1.5m deep for foundation etc or for laying of pipes etc and getting out in soft/loose soil, complete all as specified and directed by Engineer-in-Charge.
Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm in soft/loose soil, complete all as specified and directed by Engineer-in-Charge.
Removing excavated soil to a distance exc 50m and not exc 250m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.
M&L for construction of valve pit in repair of internal size 900x900x1000mm of solid block masonry in cement mortar 1:6 and applying 15mm thick plastering to internal and exposed external surfaces in cement mortar 1:4, mixed with water proofing compound @ 3% by weight of cement, PCC 1:3:6 type C-2 in foundation, PCC 1:2:4 type B-1 in floor & coping of valve pit and pit cover made out of 3mm thick mild steel sheet with 40x40x5mm angle iron frame and 40x5mm FI hold fast embedded in PCC by applying two coats of synthetic enamel paint blue over a coat of red oxide primer for 80mm to 150mm dia of valve cleaning and filling up earth or sludge and removing the same with other demolished material to a distance not exc 50m and deposited as directed by Engineer-in charge. (Note:- The work will be carried out with in distance 1KM from road).
All as per item No.05 above but suitable for valve 50mm dia and pit of internal size 610x610x690mm complete all as specified and directed by Engineer-in-Charge.
Taking down old unserviceable water level indicator assembly, consisting of mild steel level indicator with superior quality steel wire of suitable length, balancing weight, a set of pulley duly grouted in wall of RCC over head tank with MS support, brass/copper float valve, including painting of MS scale with synthetic enamel paint and marking the required numbers/scale in red/black colour complete all as specified and directed by Engineer in Charge.
Cleaning of pit chamber of Domestic area including painting MS Pit cover complete all as specified and directed by Engineer-in-Charge. (Note : Location of water chambe will be decided by Engr-In- Charge.)
Surface dressing in hard/dense soil not exc averaging 15cm deep for cleaning the area by cutting the unwanted bushes/vegitation growth at surrounding area of pump house installations, around the valve pit chamber/along the pipe line route if required etc complete all as specified and directed by Engineer-in-Charge.
S&F 15mm bore GI fittings i.e, elbow complete all as specified and directed by Engineer-in-Charge.
S&F 20mm bore GI fittings i.e, elbow complete all as specified and directed by Engineer-in-Charge.
S&F 25mm bore GI fittings i.e, elbow complete all as specified and directed by Engineer-in-Charge.
S&F 40mm bore GI fittings i.e, elbow complete all as specified and directed by Engineer-in-Charge.
S&F 50mm bore GI fittings i.e, elbow complete all as specified and directed by Engineer-in-Charge.
S&F 15mm bore GI fittings i.e, socket complete all as specified and directed by Engineer-in-Charge.
S&F 20mm bore GI fittings i.e, socket complete all as specified and directed by Engineer-in-Charge.
S&F 25mm bore GI fittings i.e, socket complete all as specified and directed by Engineer-in-Charge.
S&F 40mm bore GI fittings i.e, socket complete all as specified and directed by Engineer-in-Charge.
S&F 50mm bore GI fittings i.e, socket complete all as specified and directed by Engineer-in-Charge.
S&F 15mm bore GI fittings i.e, union complete all as specified and directed by Engineer-in-Charge.
S&F 20mm bore GI fittings i.e, union complete all as specified and directed by Engineer-in-Charge.
S&F 25mm bore GI fittings i.e, union complete all as specified and directed by Engineer-in-Charge.
S&F 40mm bore GI fittings i.e, union complete all as specified and directed by Engineer-in-Charge.
S&F 50mm bore GI fittings i.e, union complete all as specified and directed by Engineer-in-Charge.
S&F 15mm bore GI fittings i.e, nipple complete all as specified and directed by Engineer-in-Charge.
S&F 20mm bore GI fittings i.e, nipple complete all as specified and directed by Engineer-in-Charge.
S&F 25mm bore GI fittings i.e, nipple complete all as specified and directed by Engineer-in-Charge.
S&F 40mm bore GI fittings i.e, nipple complete all as specified and directed by Engineer-in-Charge.
M&L for cross arms bracing support clamps and back plates fabricated iron structural steel section including nuts, bolts, washers, welding , bending cold or hot drilling holes for bolts in any shape or size as indicated or directed and inclusive of one primer coat and one under coat and one finishing coat of alluminium paint complete all as specified and directed by Engineer-in-Charge.
S&F calcium hypochlorites dry free flowing and free from lumps should not induce substance beyond acceptable limit as given in IS 10500 (2012) in treated and disinfected water available chlorine content 65% minimum by mass, Stability 1/15 maximum loss of chloride on basis of available chloride, particle size 99.5 % wise, water insoluble matter 6% max, Calcium hydroxide 4% max, Sodium Chloride 15% max complete all as specified and directed by Engineer-in-Charge.
S&F 150mm bore run lead joint complete all as specified and directed by Engineer-in-Charge.
S&F 100mm bore run lead joint complete all as specified and directed by Engineer-in-Charge.
S&F 80mm bore run lead joint complete all as specified and directed by Engineer-in-Charge.
M&L for cutting of cast iron pipe 80 mm dia to required length before laying pipe complete all as specified and directed by Engineer-in-Charge.
M&L for cutting of cast iron pipe 100 mm dia to required length before laying pipe complete all as specified and directed by Engineer-in-Charge.
M&L for cutting of cast iron pipe 150 mm dia to required length before laying pipe complete all as specified and directed by Engineer-in-Charge.
Taking up or down 15mm bore steel tubing pipe including connected items and connections complete all as specified and directed by Engineer-in-Charge.
Taking up or down 20mm bore steel tubing pipe including connected items and connections complete all as specified and directed by Engineer-in-Charge.
Taking up or down 25mm bore steel tubing pipe including connected items and connections complete all as specified and directed by Engineer-in-Charge.
Taking up or down 40/50mm bore steel tubing pipe including connected items and connections complete all as specified and directed by Engineer-in-Charge.
Taking up or down 80mm bore steel tubing pipe including connected items and connections complete all as specified and directed by Engineer-in-Charge.
Taking up or down 100mm bore steel tubing pipe including connected items and connections complete all as specified and directed by Engineer-in-Charge.
Relaying 15mm bore GI tubing and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
Relaying 20mm bore GI tubing and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
Relaying 25mm bore GI tubing and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
Relaying 40/50mm bore GI tubing and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
Relaying 80mm bore GI tubing and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
Relaying 100mm bore GI tubing and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
S&F 15mm bore GI tubing, medium grade with and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
S&F 20mm bore GI tubing, medium grade with and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
S&F 25mm bore GI tubing, medium grade with and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
S&F 40mm bore GI tubing, medium grade with and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
S&F 50mm bore GI tubing, medium grade with and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
S&F 80mm bore GI tubing, medium grade with and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
S&F 100mm bore GI tubing, medium grade with and including all fitting and fixtures laid in trenches or fixed on walls complete all as specified and directed by Engineer-in-Charge.
Taking up 80mm bore CI/DI pipe including connected items and connections complete all as specified and directed by Engineer-in-Charge.
Taking up 100mm bore CI/DI pipe including connected items and connections complete all as specified and directed by Engineer-in-Charge.
Taking up 150mm bore CI/DI pipe including connected items and connections complete all as specified and directed by Engineer-in-Charge.
Refixing of 80mm bore CI/DI pipe tubing and including all fitting and fixtures laid in trenches complete all as specified and directed by Engineer-in-Charge.
Refixing of 100mm bore CI/DI pipe tubing and including all fitting and fixtures laid in trenches complete all as specified and directed by Engineer-in-Charge.
Refixing of 150mm bore CI/DI pipe tubing and including all fitting and fixtures laid in trenches complete all as specified and directed by Engineer-in-Charge.
Supply and laying pipe ductile Iron, Class “K-7”,150 mm (6”) dia including jointing material, fittings etc all as required at site complete all as specified and directed by Engineer-in-Charge.
Supply and laying pipe ductile Iron,Class “K-7”, 100 mm (4”) dia including jointing material, fittings etc all as required at site complete all as specified and directed by Engineer-in-Charge.
M&L for cleaning of RCC over head water tank using alum water, height up to 15 mtr including pumping out balance water, taking out dirty water stone pieces and sludge etc by usnig buckets, cleaning and removing all dirt and plankton completely from wall and flour of the tank and from mouths of inlet and outlet pipes etc and by rubbing with wire brushes and removing all waste to distance not exc 50 mtr and depositing where directed cleaning the tank with fresh water and removing dirty water out of the tank writing on tank date of cleaning on external surface with synthetic enamel paint after removing old date complete all as specified and directed by Engineer-in-Charge. (Note - The cleaning of Over head tank will be planning such as time that there should no hindrence occure of water distribution system) (a) 50,000 gallons capacity
All as per item No 64 above but 25,000 gallons capacity complete all as specified and directed by Engineer-in-Charge.
Painting of MS ladder fixed on over head water tank with recommended colour with paints two coat over a coat of red oxide complete all as specified and directed by Engineer-in-Charge.
Replacement of spindle brass/stainless steel of size 80mm dia with wheel of sluice valve complete all as specified and directed by Engineer-in-Charge.
Replacement of spindle brass/stainless steel of size 100mm dia with wheel of sluice valve complete all as specified and directed by Engineer-in-Charge.
Replacement of spindle brass/stainless steel of size 150mm dia with wheel of sluice valve complete all as specified and directed by Engineer-in-Charge.
S&F 150 mm bore sluice valve type PN-1.6 double Flanged cost iron type with brass spindle and iron wheel and 16 mm dia iron nuts, bolts & washers and rubber insertion sheet conforming to IS specification complete all as specified and directed by Engineer-in-Charge.
S&F100 mm bore sluice valve type PN-1.6 double Flanged cast iron type with brass spindle and iron wheel and 16 mm dia iron nuts, bolts & washers and rubber insertion sheet conforming to IS specification complete all as specified and directed by Engineer-in-Charge.
S&F 80 mm bore sluice valve type PN-1.6 double Flanged cast iron type with brass spindle and iron wheel and 16 mm dia iron nuts, bolts & washers and rubber insertion sheet conforming to IS specification complete all as specified and directed by Engineer-in-Charge.
150 mm bore non return valve type PN-1.6 double Flanged cast iron type with brass spindle and iron wheel and 16 mm dia iron nuts, bolts & washers and rubber insertion sheet conforming to IS specification complete and all as specified.
M&L for cement concrete1:3:6 for repair of broken valve pits type C-2 (using 40mm graded crushed stone aggregate) complete all as specified and directed by Engineer-in-Charge.
M&L for brick work with sub class old sized ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 for repair of broken valve pits complete all as specified and directed by Engineer-in-Charge.
M&L for cement plastering in cement mortar 1:4, 10 mm thick on brick masonery surfaces including finishing the surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L for breaking road, pavement, hard standing, tiles of any type, including excavation of subbase, soil upto the depth of 0.60 mtr and width 0.45 mtr by mechanical means for fault finding in water pipe lines and including making good to the disturbed surfaces matching with existing after rectification of fault including removal of surplus material to nearby dumping point complete all as specified and directed by Engineer-in-Charge.
S&F 50mm bore gate valve Gun metal screwed down high pressure with crutch with or butter fly handle screwed booth ends for pipe complete all as specified and directed by Engineer-in-Charge.
S&F 40mm bore gate valve Gun metal screwed down high pressure with crutch with or butter fly handle screwed booth ends for pipe complete all as specified and directed by Engineer-in-Charge.
S&F 25mm bore gate valve Gun metal screwed down high pressure with crutch with or butter fly handle screwed booth ends for pipe complete all as specified and directed by Engineer-in-Charge.
S&F 20mm bore gate valve Gun metal screwed down high pressure with crutch with or butter fly handle screwed booth ends for pipe complete all as specified and directed by Engineer-in-Charge.
S&F 15mm bore gate valve Gun metal screwed down high pressure with crutch with or butter fly handle screwed booth ends for pipe complete all as specified and directed by Engineer-in-Charge.
S&F cast iron bends (any type radius and angle) taper any type (Straight) bend increasing Per decreasing or double socket etc Tee peces, single branch 'Y' junction double branch, coller, Kg capacity and plugs for 80 mm bore to 150 mm bore CI pipe conforming to IS-1538-1976 complete all as specified and directed by Engineer-in-Charge.
Supply only following items to be fixed under items above complete all as specified and directed by Engineer-in-Charge. (a) Pump shaft stainless steel for 20 to 40 HP pump matching with existing size
All as per item No 85 above but (b) Impeller bronze/ Gun metal for 20 to 40 HP pump matching with existing size
All as per item No 85 above but (c) CI neck ring for 20 to 40 HP pump matching with existing size.
All as per item No 85 above but (d) Gun metal intermediate bush for 20 to 40 HP pump matching with existing size
All as per item No 85 above but (e) Suction/Discharge Bush for 20 to 40 HP pump matching with existing size.
All as per item No 85 above but (f) CI bowl for pump for 20 to 40 HP pump matching with existing size.
All as per item No 85 above but (g) Middle distance bush of stain less steel for 20 to 40 HP pump matching with existing size.
All as per item No 85 above but (h) Shaft coupling stain less steel for 20 to 40 HP pump matching with existing size.
Supply and replacement thrust plate matching with existing size suitable for 20 to 40 HP electric Motor complete all as specified and directed by Engineer-in-Charge.
S&F in replacement Stud with nuts including spring washer matching with existing complete all as specified and directed by Engr-In-Charge
S&F in replacement Water seal suitable for submersible motor matching with existing complete all as specified and directed by Engr-In-Charge
Chain pulley block with triple spur gear, grade 80 alloy steel load chain and zinc plated hand chain with load capacity 5 ton, standing lifting height 3 mtr, number of fall 2, load chain length 6 mtr, load chain diameter (10x30mm) complete all as specified and directed by Engr-In-Charge
Supply and lower submersible copper cable 16 Sqmm, 1100 volts,3 core complete all as specified and directed by Engr-In-Charge
Supply and lower submersible copper cable 25 Sqmm, 1100 volts,3 core complete all as specified and directed by Engr-In-Charge
Supply and replacement of union nut PVC for chlorine dosing system matching with existing sample complete all as specified and directed by Engr-In-Charge.
Supply and replacement of reducer for dosing pump all as per existing sample complete all as specified and directed by Engr-In-Charge.
S&F in replacement of chemical PVC storage tank for mixing of chemical in Dosing Pump matching with existing sample complete all as specified and directed by Engr-In-Charge
Supply & replacement of Motor Agitator including shaft blades etc for chlorine dosing system matching with existing sample complete all as specified and directed by Engr-In-Charge.
S&F in replacement high density polyethylene pipe (HDPE) having pressure rating 6kgf/cm2 fixed complete to walls, ceilings or in floors from dosing pump to chlorine feeding point matching with existing sample complete all as specified and directed by Engineer-in-Charge.
S&F in replacement non return valve suitable for dosing system matching with existing sample complete all as specified and directed by Engr-In-Charge.
S&F in replacement submersible pump, electric driven 415 V, TP suitable for 200/250 mm dia bore well complete of cap 30 HP including taking down existing pump complete all as specified and directed by Engr-in-Charge.
S&F FASD starter panel suitable for three phase 40 HP submersible pump with over load relay having range of 36 to 60 Amps, coil voltage 380 to 415 volts, including contactors, timers, single phase preventer, voltmeter/ammeter of suitable capacity prewired including taking down the existing unserviceable starter and panel complete all as specified and directed by Engr-In-Charge
S&F FASD starter panel suitable for three phase 30 HP submersible pump with over load relay having range of 30 to 50 Amps, coil voltage 380 to 415 volts, including contactors, timers, single phase preventer, voltmeter/ammeter of suitable capacity prewired including taking down the existing unserviceable starter complete all as specified and directed by Engr-In-Charge
S&F in replacement thermal over load relay suitable for oil immersed star delta starter for submersible pumps of rating 15 to 25 HP matching with existing sample including connections with existing star delta starters complete all as specified and directed by Engr-In-Charge
S&F in replacement thermal over load relay suitable for oil immersed star delta starter for submersible pumps of rating 30 to 40 HP matching with existing sample including connection with existing star delta starter complete all as specified and directed by Engr-In-Charge.
S&F in replacement single phase prevention relay suitable for star delta starters, of capacity upto 40 HP, with auto, mannual and bypass operation, with time delay setting including wiring and connection with existing star delta starter complete all as specified and directed by Engr-In-Charge.
S&F in replacement electronic timer suitable for star delta starters, having coil voltage 380 to 415 volts, with time delay 3 to 30 seconds, complete including wiring and connections with existing star delta starter complete all as specified and directed by Engr-In-Charge.
M&L for servicing and repair of chemical dosing system plunger type suitable to inject solution upto 25 LPH complete with repair/rewinding of dosing pump coupled with three phase electric motor of capacity 0.5 HP,1440 RPM assembly with agitator complete unit with replacement of Chemical grade PVC NRV, PVC pipe as per existing size required at site complete all as specified and directed by Engr-In-Charge
S&F chlorine testing kit complete with test tubes, solution complete all as specified and directed by Engr-In-Charge.
M&L for portability test of the water sample collected from pump house water points and send to the authorised laboratory for submission of the test report complete all as specified and directed by Engr-In-Charge.
S&F in repair pressure gauge meter 150/200 mm size jelly filled, with suitable cock and raiser pipe with fitted to delivery side of pump set complete all as specified and directed by Engr-In-Charge
S&F LED avaition lamp fitting 09 Watts on top of over head Tank including making connections with 2 core flexible copper wire 0.50 Sq mm complete all as specified and directed by Engr-In-Charge
Taking out old unserviceable/corroded out valve pit MS cover of valve pit size 90cm x 90cm (LxB) and replace same with new valve pit cover made of 3.15mm thick MS back sheet welded to 40x40x6mm equal angle at sides and diagonals for making resting base frame, both resting frame and cover should be hinged at two points along one side, including necessary locking arrangement and painting complete all as specified and directed by Engr-In-Charge
Taking out old unserviceable/corroded out valve pit MS cover of valve pit size 60cm x 60cm (LxB) and replace same with new valve pit cover made of 3.15mm thick MS back sheet welded to 40x40x6mm equal angle at sides and diagonals for making resting base frame, both resting frame and cover should be hinged at two points along one side, including necessary locking arrangement and painting complete all as specified and directed by Engr-in-charge.
Painting of Pipe line Header with connected sluice valves of different sizes in pump house installation with recommended colour with paints two coat over a coat of red oxide complete all as specified and directed by Engr-In-Charge
Painting of Pipe line in pump house, over head tanks rising , delivery, drain pipe line of different sizes 100 to 250 mm dia with recommended colour with paints two coat over a coat of red oxide complete all as specified and directed by Engr-In-Charge
S&F in replacement of MCCB 3 pole 415 Volt, 50 Hz, 200 Amps ICS=100%ICU with breaking capacity 36 KA adjustable type with all accessories as per existing model including taking down complete all as specified and directed by Engr-In-Charge
S&F in replacement of MCCB 3 pole 415 Volt, 50 Hz,160 AmpsICS=100%ICU with breaking capacity 36 KA with all accessories as per existing model including taking down complete all as specified and directed by Engr-In-Charge
S&F in replacement of MCCB 4 pole 415 Volt, 50 Hz,125 AmpsICS=100%ICU with breaking capacity 25 KA with all accessories as per existing model including taking down complete all as specified and directed by Engr-In-Charge
S&F in replacement of MCCB 4 pole 415 Volt, 50 Hz,100 AmpsICS=100%ICU with breaking capacity 25 KA with all accessories as per existing model including taking down complete all as specified and directed by Engr-In-Charge
S&F on load change over switch of capacity 200 Amps 415 Volts 4 Pole fixing, in Panel type and making the good distrubed surface of panel complete with all accessories as per existing model, including taking down of old Unsv on load change over switch and reconnecting the cables with proper lugs complete all as specified and directed by Engr-In-Charge
S&F on load change over switch of capacity 125 Amps 415 Volts 4 Pole fixing, in Panel type and making the good distrubed surface of panel complete with all accessories as per existing model, including taking down of old Unsv on load change over switch and reconnecting the cables with proper lugs complete all as specified and directed by Engr-In-Charge
M&L for Earthing complete with galvanized steel earth plate electrode 600x600x6 mm thick buried directly in ground earth pit not less than 2.25mtr deep below normal ground level with top edge of the plate not less than 1.5 mtr below ground level connected to galvanized iron or steel earth lead wire 4mm dia size by mean of nut/bolt and washer of galvanized iron or steel as shown in electrical plate No 3 of SSR part I including necessary excavation and earth work GI pipe 20mm dia light grade for watering and GI 15mm dia light grade pipe for protection of GI earth wire etc, PCC chamber with PCC cover in cement concrete 1:2:4 Type B-1 (using 20mm graded crushed stone aggregate), funnel, wire mesh, charcoal dust, salt etc, connected to DB as indicated including testing complete all as specified and directed by Engr-In-Charge.
M&L for Earthing complete with galvanized steel earth plate electrode 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25 m deep below normal ground level) with top edge of the plate not less than 1.5 m below normal ground level connected to galvanized earth strip 32 x 6 mm (up to 7.5 m in length from earth plate) by means of bolts and nuts checknuts and washers of galvanized iron or steel all as specified and shown in electrical plate No 3 of SSR part I including necessary excavation and earth work in any type of soil PCC 1:3:6 type C-1 chamber with RCC 1:2:4 type B-1, 40 mm thick cover with MS rod 8mm dia 150mm long reinforcement, watering funnel, 40 mm dia medium grade for protection of earth electrode 20 mm dia for watering and tested on completion complete all as specified and directed by Engr-In-Charge
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