Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC Lower amount quoted |
| 2 | L2₹1.0 CrRejected-Finance DHALIWAL | AMRITSAR | PUNJAB | 143001 | ₹1.0 Cr | L2 | Rejected-Finance Higher amount quoted |
| 3 | L3₹1.2 CrRejected-Finance | ₹1.2 Cr | L3 | Rejected-Finance Higher amount quoted |
| 4 | L4₹1.2 CrRejected-Finance DHALIWAL | FIROZEPUR | PUNJAB | 142044 | ₹1.2 Cr | L4 | Rejected-Finance Higher amount quoted |
| 5 | L5₹1.5 CrRejected-Finance | ₹1.5 Cr | L5 | Rejected-Finance Higher amount quoted |
| Sl No | Description | Qty | Unit | Ravinder Kumar Sahore L2 | Vivek Dhiman L5 | Om Parkash Govt Contrator L4 | Sanat Sharma L3 | puneet angra L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches up to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, including cutting of bitumenous/concrete surface wherever required, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 6,302.81 | Cum | 125 ₹7.9 L | 300 ₹18.9 L | 200 ₹12.6 L | 140 ₹8.8 L | 125 ₹7.9 L |
| 2.00 | Laying,Jointing and Testing in trenches Galvanized mild steel flanged/butt welded pipe of below mentioned dia and grade conforming to IS 1239-2004 (with latest ammendments The M.S. flanges are to be provided 5% of total joints as per table below conforming to 6392-1971 ( Latest uptodate ammendments) and welding of M.S. flanges with pipe as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S. nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3mm thick as per IS: 27121-1965. The welding of flanges to be done on both faces in three layers in each face to make the joints leak proof including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of enginer-in-charge. The pipes end should be bevelled suitable for butt welding. The circumferencial butt welded joints ( 95% of the total joints) by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing of pipes. The laying of pipe shall confirm to BIS-5822 (with latest ammendments uptodate), including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately) G.I Pipe 150 mm dia(MC) 4.80 mm thick | 3,170 | Rmt | 60 ₹1.9 L | 100 ₹3.2 L | 90 ₹2.9 L | 65 ₹2.1 L | 70 ₹2.2 L |
| 3.00Providing and welding M.S. flanges conforming to following tables as per IS: 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.tion of Engineer-in-Charge. | ||||||||
| 3.01 | 150mm dia T-5 | 13 | Pair | 1,600 ₹20,800 | 1,900 ₹24,700 | 1,500 ₹19,500 | 1,200 ₹15,600 | 1,300 ₹16,900 |
| 3.02 | 150mm dia T-17 | 14 | Pair | 1,800 ₹25,200 | 2,210 ₹30,940 | 1,800 ₹25,200 | 1,300 ₹18,200 | 1,600 ₹22,400 |
| 4.00 | Providing circumferential butt welded joints by electrical arc welding to GMS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.150mm dia | 502 | Joints | 325 ₹1.6 L | 630 ₹3.2 L | 490 ₹2.5 L | 545 ₹2.7 L | 450 ₹2.3 L |
| 5.00 | Pdg, Laying, Jointing, Testing & commissioning in trenches HDPE pipe of following dia metre PN-4 class as per IS 4984-1995, PE 80 and jointing the pipes through butt fussion (heat fusion process) above 110mm diameter i/c necessary fittings, bends, tees & reducers fabricated in accoradance with IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions (Earth work in trenches to be measured and paid for separately) and jointing shall be completed in all respects including testing at site upto entire satisfaction of Engineer-in-Charge.180 mm dia PE 80 Class PN-4 | 8,450 | Rmt | 530 ₹44.8 L | 645 ₹54.5 L | 595 ₹50.3 L | 565 ₹47.7 L | 560 ₹47.3 L |
| 6.00 | Pdg and fixing C.I. alfa valves of 200mm dia complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 72 | Nos | 1,200 ₹86,400 | 2,050 ₹1.5 L | 1,150 ₹82,800 | 1,150 ₹82,800 | 925 ₹66,600 |
| 7.00 | T/well Mubarikpur
Supply of submersible pumping set of reputed make such as KSB/ Calama / BS/ Worthigton / Sabar/ Seerex /Johnston / Amrut/ lubi/ Hindustan/Groundfos confirming to latest relevent BIS . The pump should be fitted with free fine impellers of suitable alloys as per BIS ; 5659-1978 with upto date amendments, suitable for raw / clear water having greased packed bearing and shell with wound stator on motor side and with shaft protection on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to submersible motor of same as that of offered submersible pump make confirming to BIS ;9283-1979 with upto date amendments, totally dust and water proof for submersible pump, duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed, lubricated bearing and provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear tear.It should also be fitted with a device to make up expantion of water with heating of motor. The pumpset should include water level guard i/c cable ,errection clamps, cable clips and depth gauge etc. and suitable for opertion on data given below. a Pumps :- Specifications i) Make ii) Model iii) No. of stages iv) Manufacter's certificate to be attached Performance i) Discharge ii) Head iii) Efficiency of Pump a) Duty Head b) (+) 10% Duty Head. c) (-) 15% Duty Head d) Performance curve to be attached b) Motors; Specification i) Make ii) Model iii) B.H.P iv) Speed v) Insulation | 1 | Set | 2,10,000 ₹2.1 L | 3,00,000 ₹3 L | 1,50,000 ₹1.5 L | 1,52,000 ₹1.5 L | 85,000 ₹85,000 |
| 7.01Discharge, (Q) 19.97 LPS | ||||||||
Tender Value
₹1.5 Cr
EMD Value
₹2.3 L
Closing Date
13 Oct 2025, 12:00 pmClosed
Executive Engineer JSV Flood Protection Division G
Executive Engineer JSV Flood Prot. Division Gagret
Construction of Civil work Laying jointing and Testing of Rising Main, S/E of Pumping Machinery with allied accessories, Providing laying of Distribution System T/well 37 at Mubarikpur, T/well at Joh and T/well at Joh Beh.)
2025_HPIPH_116669_1
JSV/FPDG/EA-I/4748-4777 dated 03.10.2025
Open Tender
Civil Works
270 days
Executive Engineer JSV Flood Protection Division G
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,000
₹2.3 L
10 Feb 2026
3 Oct 2025
13 Oct 2025
3 Oct 2025
13 Oct 2025
3 Oct 2025
3 Oct 2025 - 13 Oct 2025
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid