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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC BABU RAM THAKUR NIWAS BELOW UTTAM GAS AJANCY DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L1 | Accepted-AOC quoted rate | |
| 2 | L2₹3.9 L+₹3,547.96 (0.92%)Rejected-Finance UPPER MANGWAIN 272 11 MANGWAIN MANDI HIMACHAL PRADESH 175001 | MANDI | HIMACHAL PRADESH | 175001 | L2 | Rejected-Finance Hair bidder | |
| 3 | L3₹4.4 L+₹55,437 (14.3%)Rejected-Finance VILL ODDI P O KIAR TEHSIL THEOG DISTT SHIMLA H P | L3 | Rejected-Finance Hair bidder | |
| 4 | L4₹4.4 L+₹57,412 (14.8%)Rejected-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175001 | L4 | Rejected-Finance Hair bidder | |
| 5 | L5₹4.6 L+₹69,142 (17.9%)Rejected-Finance HIMACHAL PRADESH HP | L5 | Rejected-Finance Hair bidder |
| Sl No | Description | Qty | Unit | Sandeep Verma L3 | SUNEEL CHAUHAN L7 | MADHU SHARMA L4 | rajinder verma L5 | Roshan Chauhan L6 | OM PRAKASH L8 | BABU RAM L1 | MK CONSTRUCTION CO. L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 25 | Sqmtr. | 1,600 ₹40,000 | 200 ₹5,000 Lowest | 725 ₹18,125 | 500 ₹12,500 | 1,200 ₹30,000 | 300 ₹7,500 | 400 ₹10,000 | 375 ₹9,375 |
| 2.00 | Demolition below ground level upto 1.50 meter depth and disposal of unserviceable materials within 20 meters lead. Un-reinforced cement concrete more then 15cm. Thickness. | 1.84 | Cum | 2,000 ₹3,680 | 1,200 ₹2,208 | 1,500 ₹2,760 | 2,000 ₹3,680 | 3,500 ₹6,440 | 600 ₹1,104 Lowest | 1,200 ₹2,208 | 1,544 ₹2,840.96 |
| 3.00 | 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%. | 30 | Cum | 341 ₹10,230 | 100 ₹3,000 Lowest | 450 ₹13,500 | 200 ₹6,000 | 400 ₹12,000 | 800 ₹24,000 | 250 ₹7,500 | 175 ₹5,250 |
| 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 respect. | |||||||||||
| 4.01 | 80 mm dia | 210 | Rmt | 800 ₹1,68,000 Lowest | 1,200 ₹2,52,000 | 1,100 ₹2,31,000 | 1,085 ₹2,27,850 | 950 ₹1,99,500 | 1,050 ₹2,20,500 | 970 ₹2,03,700 | 970 ₹2,03,700 |
| 5.00Prov. Laying & jointing in trenches galvanised mild steel tube ( Medium grade ) i/c tube fitting such as Tee , elbow , union & Nipple ( Earth work in trenches to be measured & paid for separately ) i/c all leads & lifts and as per direction of Engineer-in-charge complete in all respect. | |||||||||||
| 5.01 | 25 mm dia. | 120 | Rmt | 380 ₹45,600 | 350 ₹42,000 | 275 ₹33,000 | 350 ₹42,000 | 350 ₹42,000 | 500 ₹60,000 | 270 ₹32,400 Lowest | 315 ₹37,800 |
| 5.02 | 40 mm dia. | 150 | Rmt | 530 ₹79,500 | 480 ₹72,000 | 435 ₹65,250 | 498 ₹74,700 | 500 ₹75,000 | 650 ₹97,500 | 475 ₹71,250 | 375 ₹56,250 Lowest |
| 6.00Providing and fixing double flanged cast iron sluice valve of PN 1.60 of Kirloskar/Leader of various dia and capable of with standing the normal seat pressure as per IS:14846 with upto date amendment complete in all respect as per the direction of the Engineer-in-charge. | |||||||||||
| 6.01 | 80 mm dia. | 1 | Each | 6,000 ₹6,000 Lowest | 10,000 ₹10,000 | 11,000 ₹11,000 | 16,985 ₹16,985 | 16,000 ₹16,000 | 70,000 ₹70,000 | 9,000 ₹9,000 | 14,000 ₹14,000 |
Tender Value
₹5.6 L
EMD Value
₹12,000
Closing Date
28 Aug 2025, 11:00 amClosed
AGM WSD SJPNL
AGM WSD SJPNL US CLUB SHIMLA 171001
Name of work Repair maintenance of water supply scheme Shimla town SH Replacement of 80 mm dia pipe in Bemloe and Bunch of 15 mm dia of pipe in Sabzi Mandi
2025_SJPNL_111909_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
₹12,000
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.
Demolition below ground level upto 1.50 meter depth and disposal of unserviceable materials within 20 meters lead. Un-reinforced cement concrete more then 15cm. Thickness.
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 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 respect.
80 mm dia
Prov. Laying & jointing in trenches galvanised mild steel tube ( Medium grade ) i/c tube fitting such as Tee , elbow , union & Nipple ( Earth work in trenches to be measured & paid for separately ) i/c all leads & lifts and as per direction of Engineer-in-charge complete in all respect.
25 mm dia.
40 mm dia.
Providing and fixing double flanged cast iron sluice valve of PN 1.60 of Kirloskar/Leader of various dia and capable of with standing the normal seat pressure as per IS:14846 with upto date amendment complete in all respect as per the direction of the Engineer-in-charge.
80 mm 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.
25 mm dia.
40 mm dia.
Providing and laying cement concrete work 1:2:4(1 cement: 2 sand: 4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge:- In foundation & plinth.
Providing and fixing Mechanical joint Collar for DI pipe complete in all respect as per the direction of the Engineer-in-charge.
80 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 20 mm 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 65 mm dia as an average size.
Providing and fixing spindle for fire hydrant with 80mm outlet complete with components i/c all leads & lifts complete in all respect as per the direction of the Engineer -in-Charge.
Providing and laying CI surface box 360mmX260mmX220mm deep including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.
P/F fire hydrant indication plate MS Sheet of Size 200 mm x 150mm MS angle 40x40x5 mm of required height & painting the indication plate and writing latter on it complete in all respect as per the direction of the Engineer-in-charge.
MK CONSTRUCTION CO. (BID ID -548075)
Sandeep Verma (BID ID -548012)
MADHU SHARMA (BID ID -547934)
rajinder verma (BID ID -547460)
Roshan Chauhan (BID ID -547521)
SUNEEL CHAUHAN (BID ID -547032)
OM PRAKASH (BID ID -548324)
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