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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | ₹3.0 L | L1 | Accepted-AOC quoted rate |
| 2 | L2₹3.6 L+₹58,598.80 (19.7%)Rejected-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175001 | ₹3.6 L+₹58,598.80 (19.7%) | L2 | Rejected-Finance Hair bidder |
| 3 | L3₹3.8 L+₹86,713.80 (29.2%)Rejected-Finance | ₹3.8 L+₹86,713.80 (29.2%) | L3 | Rejected-Finance Hair bidder |
| 4 | L4₹3.9 L+₹91,895.80 (30.9%)Rejected-Finance HIMACHAL PRADESH HP | ₹3.9 L+₹91,895.80 (30.9%) | L4 | Rejected-Finance Hair bidder |
| 5 | L5₹4.0 L+₹1.0 L (34.8%)Rejected-Finance R O VILL CHEOG TEH THEOG DISTT SHIMLA | ₹4.0 L+₹1.0 L (34.8%) | L5 | Rejected-Finance Hair bidder |
| Sl No | Description | Qty | Unit | Manik Verma L7 | Duruva Purva Construction and Allied Activies Pvt. Ltd. L3 | OM PRAKASH L9 | MADHU SHARMA L2 | TARA CHAND L1 | SUNEEL CHAUHAN L5 | kirpa ram L6 | rajinder verma L4 | MANOHAR LAL VERMA L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismentaling black topped surface for laying pipes and realaying the same (earth work excavation to be measured and paid saperately ) including all leads and lifts complete in all respect as per the direction of Engineer- in- Charge. | 1.08 | Sqmtr. | 504 ₹544.32 | 900 ₹972 | 300 ₹324 | 725 ₹783 | 10 ₹10.8 Lowest | 1,500 ₹1,620 | 950 ₹1,026 | 1,200 ₹1,296 | 500 ₹540 |
| 2.00 | Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work,jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.Pick work 70% and jumper work 30%. | 84.6 | Cum | 504 ₹42,638.4 | 200 ₹16,920 | 1,200 ₹1,01,520 | 450 ₹38,070 | 10 ₹846 Lowest | 150 ₹12,690 | 410 ₹34,686 | 250 ₹21,150 | 450 ₹38,070 |
| 3.00Providing laying, jointing and testing API pipe 5L grade X-42 pipe having wall thickness as specified below, butt welded joints by considering three layers pipes including cost of bends complete as per API pipe conforming to is/ ISO: 3183 2019 of following grade & wall thicknesses as per dimensions, weights and test pressure mentioned below in a random length of 4 to 7 meters. The welding of joints with electrodes as per relevants codes including required number & size of nuts and bolts & metal gasket not less than 3mm thickness as per relevants codes. The welding of joints to be done on both faces in two layers to make 1 the joints leak proof and to entire satisfaction of the engineer-in-charge. The laying of pipe should be conformed to IS: 5822-1994 (.Earthwork in trenches to be measured and paid for separately) The pipe shall be galvanising with zinc coating in three layers conforming to IS: 4736-1986 including all leads and lifts complete in all respect as per the direction of Engineer-in-charge. | ||||||||||||
| 3.01 | 200 mm dia API pipe 5L grade X-42 wall thickness 4.80mm | 12 | Rmt. | 2,007 ₹24,084 Lowest | 4,912 ₹58,944 | 5,000 ₹60,000 | 3,500 ₹42,000 | 2,600 ₹31,200 | 5,000 ₹60,000 | 4,900 ₹58,800 | 4,850 ₹58,200 | 3,600 ₹43,200 |
| 4.00Providing Laying and jointing in trenches galvanised mild steel tube (Medium grade) of following diameters conforming to IS-1239 as specified below jointed with butt welding according to relevant BIS code 816-1969 including all short pieces bends,tee and other specials etc. made from parent tubes as applicable for the particular reach and of approved specifications as per site conditions including flushing, cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipes should conform to BIS code 5822-1970 within all leads and lifts complete in all respec .as per the direction of Engineer-in-charge. | ||||||||||||
| 4.01 | 80mm dia. | 120 | Rmt. | 900 ₹1,08,000 Lowest | 1,100 ₹1,32,000 | 900 ₹1,08,000 Lowest | 1,100 ₹1,32,000 | 900 ₹1,08,000 Lowest | 1,200 ₹1,44,000 | 1,090 ₹1,30,800 | 1,100 ₹1,32,000 | 1,300 ₹1,56,000 |
| 4.02 | 50mm dia. | 150 | Rmt. | 577 ₹86,550 | 700 ₹1,05,000 | 600 ₹90,000 | 550 ₹82,500 Lowest | 700 ₹1,05,000 | 750 ₹1,12,500 | 625 ₹93,750 | 620 ₹93,000 | 750 ₹1,12,500 |
| 5.00Providing and fixing wheel valve of various diameter in superior quality complete in all respect i/c all leads and lifts and as per direction of Engineer-in-charge. | ||||||||||||
| 5.01 | 80 mm dia. | 2 | Each | 14,400 ₹28,800 | 9,500 ₹19,000 | 4,000 ₹8,000 Lowest | 5,800 ₹11,600 | 4,000 ₹8,000 Lowest | 7,000 ₹14,000 | 7,500 ₹15,000 | 14,000 ₹28,000 | 7,000 ₹14,000 |
| 5.02 | 50 mm dia. | 2 | Each | 11,700 ₹23,400 | 3,200 ₹6,400 | 3,000 ₹6,000 | 2,500 ₹5,000 Lowest | 4,200 ₹8,400 | 5,500 ₹11,000 | 4,900 ₹9,800 | 3,500 ₹7,000 | 4,000 ₹8,000 |
Tender Value
₹5.0 L
EMD Value
₹9,880
Closing Date
28 Aug 2025, 11:00 amClosed
AGM WSD SJPNL
AGM WSD SJPNL US CLUB SHIMLA 171001
Name of work Repair and Maintenance of G I water pipe line of 50 mm dia 80mm dia API Pipe 200 mm dia at different locations Chotta Shimla
2025_SJPNL_111916_1
2914-15 dated 08/08/2025
Open Tender
Civil Works
Item Rate
90 days
Shimla
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹9,880
4 Oct 2025
8 Aug 2025
28 Aug 2025
8 Aug 2025
28 Aug 2025
8 Aug 2025
8 Aug 2025 - 28 Aug 2025
Amount
Dismentaling black topped surface for laying pipes and realaying the same (earth work excavation to be measured and paid saperately ) including all leads and lifts complete in all respect as per the direction of Engineer- in- Charge.
Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work,jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.Pick work 70% and jumper work 30%.
Providing laying, jointing and testing API pipe 5L grade X-42 pipe having wall thickness as specified below, butt welded joints by considering three layers pipes including cost of bends complete as per API pipe conforming to is/ ISO: 3183 2019 of following grade & wall thicknesses as per dimensions, weights and test pressure mentioned below in a random length of 4 to 7 meters. The welding of joints with electrodes as per relevants codes including required number & size of nuts and bolts & metal gasket not less than 3mm thickness as per relevants codes. The welding of joints to be done on both faces in two layers to make 1 the joints leak proof and to entire satisfaction of the engineer-in-charge. The laying of pipe should be conformed to IS: 5822-1994 (.Earthwork in trenches to be measured and paid for separately) The pipe shall be galvanising with zinc coating in three layers conforming to IS: 4736-1986 including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.
200 mm dia API pipe 5L grade X-42 wall thickness 4.80mm
Providing Laying and jointing in trenches galvanised mild steel tube (Medium grade) of following diameters conforming to IS-1239 as specified below jointed with butt welding according to relevant BIS code 816-1969 including all short pieces bends,tee and other specials etc. made from parent tubes as applicable for the particular reach and of approved specifications as per site conditions including flushing, cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipes should conform to BIS code 5822-1970 within all leads and lifts complete in all respec .as per the direction of Engineer-in-charge.
80mm dia.
50mm dia.
Providing and fixing wheel valve of various diameter in superior quality complete in all respect i/c all leads and lifts and as per direction of Engineer-in-charge.
80 mm dia.
50 mm dia.
Making connection of galvanised steel distribution branch with galvanised mild steel main 20mm to 40mm nominal bore by providing and fixing tee including cutting and threading the pipes complete.
Take 25mm dia as an average size.
Making connection of galvanised steel distribution branch with galvanised mild steel main 50mm to 80mm nominal bore by providing and fixing tee including cutting and threading the pipes complete.
Take 65mm dia as an average size.
Prov. and laying cement concrete 1:2:4 (1cement:2sand:4graded stone agg.20mm nominal size) and curing complete excluding cost of form work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) In foundation and plinth.
Hire charge for Diesel Generator set for cutting/welding of pipe with all leads and lifts complete in all respect.
Hire charge for pickup vehical for Diesel Generator set with all leads and lifts complete in all respect.
MADHU SHARMA (BID ID -547944)
Duruva Purva Construction and Allied Activies Pvt. Ltd. (BID ID -548344)
rajinder verma (BID ID -547465)
SUNEEL CHAUHAN (BID ID -547043)
kirpa ram (BID ID -546300)
Manik Verma (BID ID -548053)
MANOHAR LAL VERMA (BID ID -546709)
OM PRAKASH (BID ID -548321)
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