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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 01₹49.1 LAccepted-AOC | 01 | Accepted-AOC AWARD | |
| 2 | Not Admitted-Finance | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
₹49.1 L
EMD Value
₹98,128
Closing Date
29 Mar 2023, 12:00 pmClosed
EXECUTIVE ENGINEER 1
WATER SUPPLY AND SANITATION DIVISION NO 1 PATHANKOT
PROV and INSTALLING TUBEWELL 150MM UPTO 80 MTR WITH DIRECT ROTARY ANY METHOD NEW UGSR 25000 LTR CAP AT VILL TIKKA SARAR BLOCK DHAR KALAN DISTT PATHANKOT UNDER KANDI AREA DEVELOPMENT SCHEME PM21
2023_WSS_98440_1
CIVILWORK_2023_24_20
Open Tender
Civil Works
Item Rate
180 days
DAC PATHANKOT
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹98,128
Yes
18 Apr 2023
9 Mar 2023
29 Mar 2023
9 Mar 2023
29 Mar 2023
9 Mar 2023
Amount
Drilling of 400mm dia bore with Direct Rotary Rig/any method in all kinds of soil including the cost of consumable stores, fuel oil and transportation of rig to the site. complete in all respect. (0 to 80mtr BGL) a) Drilling of 400mm dia bore with Direct Rotary Rig/any method Upto 200 m depth BGL.
1. Erection and dismantling of boring plant including all arrangement for the transportation of the boring equipment to site of work from the store of contractor at site and back are to be made by the contractor at his own cost. All rates should be quoted for supplying the material at site of work. Pits for collection of water and water for drilling tubewell to be arranged by the firm/contractor at site at his own cost.
2. In case the bore is converted into a tubewell payment of bore shall be made up to the bail plug plus margin (7% of main bore drilling or as actual as per field requirement whichever is less) required for sustaining the main bore paid at the rate of beyond margin shall be paid at the rate of test bore drilling.
Supplying and lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS Code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore.
150mm nominal diameter (weight 21.6 Kg per meter) 5.4mm thickness
Supply, lowering of 150mm L.C.G strainer with M.S Socket to connect strainer to strainer duly welded with suitable grade S.S welding electrode, complete in all respects to the satisfication of Engineer-in-charge 6" (150mm) i/d 5.00 mm thickness slot size 0.15 to 0.25mm ( to be confirmed as per sieve analysis)
Supplying and fixing of bail plug of MS pipe complete with inverted u-hock attached to the bottom plug complete in all respects (150mm) i/d weight 21.6 kg p/m) 5.40 mm Thick.
Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. 150mm internal diameter
Development and stabilizing of the tube well with air compressor of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.
Capacity of Air compressor 300 cfm at 250 PSI
Development and stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge
Collection of Water sample from different strata and testing of sample from approved laboratory (Physical & chemical Analysis)
Testing of water sample for heavy metal testing from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc)
NEW SUB SET FOR NEW TUBEWELL Providing & Installing Testing & Commissioning of one No. Electrically driven Submersible Pumping set of reputed make capable of delivering 66 LPM against a head of 81mtr complete in all respects.
Rate of Motor with Pump
Panel Board
Column Pipe (G.I) 50 mm i/d for existing Deep Bore Well
Submersible cable Size 2.50mm2
RISING MAIN FOR TUBEWELL Providing, laying, jointing, fixing & testing of GI Pipe and specials Class-B including cost of material, complete in all respects including excavation and all taxes as per DWSS approved analysis of rates. (CSR-28.36 )
G.I Pipe 50 mm i/d (with excavation 40% heavy gravel)
Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete.
50mm i/d Gun Metal peet valve heavy pattern.
Column Pipe (G.I) 50 mm i/d for existing Deep Bore Well
Submersible cable Size 2.50mm2
SAPRE SET FOR COLLECTING TANK AT W/W SARAR CT:- 10000 LTR CAP.
Providing & testing of Multistage Horizontal Centrifugal pump set of capacity 15000 LPM at 172 mtr head, 1440 RPM coupled on steel Base frame with coupling etc complete in all respect. (Make KSB/Kirloskar/Mathur Plant/Crompton)
Panel Board (Automatic)
Electric cable Copper 19/16mm/35mm
Construction of New UGSR 25000 ltr capacity
Earth work in excavation for storage and edimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineerin- charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/ structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. ii) For Ordinary gravel soil having gravel upto 40%
Cement concrete 1:4:8
mixing by mechanical means using concrete mixer volumetric type 22/7x4.3x4.3x0.25/4= 3.63 cum
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
Supply and fixing C.I Ventilator cowl T type
Supply and fixing Manhole cover and frame
Plinth Protection 1 mtr wide including brick masonry PCC 40mm thick CC Flooring
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.
First class burnt work laid in cement sand mortar 1:7 in foundation and plinth
Conglomerate floor 40mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling. using mechanical mixer for mixing of material
Prov. & fixing Automatic Water Level Indicator
Provision for 2 Nos. Ladder inside and outsite the UGSR including carrirage from market to site of work
Prov. & fixing Bell mouth complete in all respect
Inlet 3" i/d
Outlet 3" i/d
overflow 3" i/d
Scour pipe 3" i/d
Providing & fixing C.I D/F Sluice Valves ISI marked 14846-2000, including cost of tail piece, rubber joint, gland dori, Nuts, bolts & accessories, complete in all respects
Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 415 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding & bending and placing in position complete
Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved.
Centring and shuttering for R.C.C. domes (Top Slab)
Carriage for odd jobs. Mazdoor load upto 40 kg and distance upto 3.0 km Concrete= 963 & Steel = 316 Units (1279 Units)
SPARE SET AT W/W SARAR (FOR MOH. KAMALYIAN) C.T :- 20000 LTR CAP.
Providing & testing of Multistage Horizontal Centrifugal pump set of capacity 20000 LPH at 250 mtr head 1440 RPM, coupled with suitable electric motor on steel base base frame with controller complete in all respect (Make KSB/Mathur Plat/Kirloskar/Crompton)
Distribution System Providing, laying, jointing, fixing & testing of GI Pipe and specials Class-B including cost of material, complete in all respects including excavation and all taxes as per DWSS approved analysis of rates. (CSR-28.36 )
G.I Pipe 50 mm i/d (with excavation 40% heavy gravel)
G.I Pipe 80 mm i/d (with excavation 40% heavy gravel)
Providing & fixing C.I D/F Sluice Valves ISI marked 14846-2000, including cost of tail piece, rubber joint, gland dori, Nuts, bolts & accessories, complete in all respects
Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete.
50mm i/d Gun Metal peet valve heavy pattern.
Construction of masonry sluice valve chamber size 0.90m x 0.90m complete in all respect.
Dismantling and restoration of Cement Concrete Road complete in all respect
Dismantling and restoration of Interlock Tiles complete in all respect
Contractor shall be quote rates only for dismantling of mettaled road & back filling with excavated earth fully compacted the restoration of the mettaled road to its original condition complete in all respect.
Providing and fixing NRV 3" i/d class 300 including jointing & cost of Nut bolt, rubber insertion etc. complete in all respect. (Make KIRLOSKAR, BIR OR ANY OTHER EQUIVALENT TO ISI Marked)
80 mm i/d NRV (High Head)
100 mm i/d NRV (High Head)
Providing and fixing Sluive Valve 3" i/d class 300 including jointing & cost of Nut bolt, rubber insertion etc. complete in all respect. (Make KIRLOSKAR, BIR OR ANY OTHER EQUIVALENT TO ISI Marked)
80 mm i/d SV (High Head)
100 mm i/d SV (High Head)
Making connection with the existing branch main pipe line including cutting, testing, threading of pipe line from both ends and fixing and bailing out water from the trenches for making new connection in existing pipe line including cleaning trimming and dressing the trenches to correct alignment and grade as required complete in all respect
Foundation of Pump Set (2 Nos)
Dismantling concrete
Lime concrete, cement concrete of 1:6:12 or leaner mix
Cement concrete plain1:2:4 mix
Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.
For Ordinary soil having gravel upto 40%
Cement concrete 1:8:16 With stone aggregates 20mm gauge mixing by manual means
Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means
Carriage for odd jobs.
Mazdoor load upto 40 kg and distance upto 3.0 km 0.82+0.45 = 1.27 cum 1.27 cum x 2550 kg/cum = 3238.50 kg
Providing Nut & Bolts for fixing of pump set to foundation
Prov. & fixing of MS reducer to connect suction and delivery line including cutting of both pipe with electric cutter.
Prov. & fixing and welding of MS Flange 4" size 18mm thick
Providing ,fixing & testing of GI Pipe complete in all respects for suction and delivery G.I Pipe 100 mm i/d (without excavation)
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position a) R S Joists 150x80 @ 14.90 Kg/mtr
Water Connection Providing Proposed water connection to house hold up to wall with providing laying, jointing, testing G.I. pipe lines 15mm i/d =2.5 mtr B class as per CSR 28.36(A) (Above G.L.) Providing and 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 trenchs in the ground and ISI 15mm i/d GM ferrule s per IS 2692 and 3" i/d clamp with C.I. bib cock 15 mm i/d as per IS 210 with stainless steel spindle of approved make as per CSR 30.65(b)
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