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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.5 LAccepted-AOC VILLAGE SILU P O THEOG TEHSIL THEOG DISTRICT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹64.5 L | L1 | Accepted-AOC quoted rate |
| 2 | L2₹76.7 LRejected-Finance 127 3 LOWER BAZAR SHIMLA HP | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹76.7 L | L2 | Rejected-Finance hair bidders |
| 3 | L3₹77.5 LRejected-Finance | ₹77.5 L | L3 | Rejected-Finance hair bidders |
| 4 | L4₹80.2 LRejected-Finance | ₹80.2 L | L4 | Rejected-Finance hair bidders |
| 5 | L5₹84.9 LRejected-Finance R O JARNAIL COTTAGE BCS NEW SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹84.9 L | L5 | Rejected-Finance hair bidders |
| Sl No | Description | Qty | Unit | Dinesh Singh Thakur L9 | SURENDAR HANSRETTA L10 | National Electrical Traders L2 | suresh sharma L1 | Mohar Singh L3 | MS JARNAIL STEEL WELDING WORKS L5 | Aditya Thakur L4 | MANOHAR LAL VERMA L7 | Roshan Chauhan L8 | DEEP CHAND SHARMA L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed complete in all respect as per the direction of the Engineer-in-charge. | 270.07 | Cum | 325 ₹87,772.75 | 490 ₹1.3 L | 300 ₹81,021 | 250 ₹67,517.50 | 250 ₹67,517.50 | 300 ₹81,021 | 488 ₹1.3 L | 300 ₹81,021 | 400 ₹1.1 L | 300 ₹81,021 |
| 2.00Laying and jointing in trenches to be beveled ended pipe conforming to IS/ISO:3183-2007of having minimum wall thickness as specified below & capable of with standing required test pressure as prescribed in IS/ISO code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be levelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest applicable and with uptodate ammendments (leak proof) in three layers at site of work with welded rods of Advani/oeriliken make/ISI marked (welded rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces,tee bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement including carriage in all leads & lifts and as directed by the Engineer-In-Charge. The laying shall confirm to BIS 5822-970 or latest with upto date ammendments to the entire satisfaction of Engineer-In-Charge. | |||||||||||||
| 2.01 | At RDs 17/200 to 17/450. (API pipe 450 mm dia) | 250 | Rmt. | 950 ₹2.4 L | 2,160 ₹5.4 L | 500 ₹1.3 L | 530 ₹1.3 L | 630 ₹1.6 L | 900 ₹2.3 L | 828 ₹2.1 L | 752 ₹1.9 L | 950 ₹2.4 L | 900 ₹2.3 L |
| 2.02 | At RDs 17/600 to 17/750.(API pipe 450 mm dia) | 150 | Rmt. | 950 ₹1.4 L | 2,160 ₹3.2 L | 500 ₹75,000 | 650 ₹97,500 | 630 ₹94,500 | 900 ₹1.4 L | 828 ₹1.2 L | 752 ₹1.1 L | 950 ₹1.4 L | 900 ₹1.4 L |
| 2.03 | At Swankyar RDs 16/200 to 16/225.(API pipe 450 mm dia) | 25 | Rmt. | 950 ₹23,750 | 2,160 ₹54,000 | 500 ₹12,500 | 650 ₹16,250 | 630 ₹15,750 | 900 ₹22,500 | 828 ₹20,700 | 752 ₹18,800 | 950 ₹23,750 | 950 ₹23,750 |
| 3.00Laying and Jointing of MS pipe flange jointed 300 mm dia at various RDs complete in all respect as per the direction of Engieer-in-Charge | |||||||||||||
| 3.01 | At RDs 17/300 to 17/500. | 200 | Rmt. | 625 ₹1.3 L | 6,350 ₹12.7 L | 400 ₹80,000 | 400 ₹80,000 | 440 ₹88,000 | 600 ₹1.2 L | 498 ₹99,600 | 439 ₹87,800 | 635 ₹1.3 L | 600 ₹1.2 L |
| 3.02 | At RDs 17/600 to 17/700. | 100 | Rmt. | 625 ₹62,500 | 6,350 ₹6.3 L | 300 ₹30,000 | 400 ₹40,000 | 440 ₹44,000 | 600 ₹60,000 | 498 ₹49,800 | 439 ₹43,900 | 635 ₹63,500 | 600 ₹60,000 |
| 4.00Grinding chamfering of API pipe joints of 450 mm dia at various RDs with Hand grinder complete in all respect as per the direction of the Engineer-in-charge. | |||||||||||||
| 4.01 | At RDs 17/200 to 17/450. | 60 | Joint | 950 ₹57,000 | 240 ₹14,400 | 600 ₹36,000 | 650 ₹39,000 | 630 ₹37,800 | 500 ₹30,000 | 455 ₹27,300 | 769 ₹46,140 | 960 ₹57,600 | 950 ₹57,000 |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
31 Jan 2026, 11:00 amClosed
AGM Bulk WSD SJPNL Us Club Shimla 171001
AGM Bulk WSD SJPNL Us Club Shimla 171001
A R M O LWSS Shimla Town from Gumma SH Restoration of R Main of LWSS Chaba 450 mm dia Nauti 1st Stage R Main 300 mm dia damaged due to heavy floods at Nauti Khad ferm Nauti Khad Bridge to Gumma at RDs 17 200 to 17 450 and 17 600 to 17 750 and C
2026_SJPNL_126701_1
1993-1801 dated 24/01/2026
Open Tender
Pipe Laying Works
180 days
Shimla
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
₹1.9 L
19 May 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
24 Jan 2026 - 31 Jan 2026
Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed complete in all respect as per the direction of the Engineer-in-charge.
Providing and laying cement concrete work 1:2: 4(1cement:2 sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-
Foundation footings, bases of column and the like and mass concrete.
Providing mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting, strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
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