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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.1 LAccepted-AOC | ₹42.1 L | L1 | Accepted-AOC quoted rate |
| 2 | L2₹42.6 LRejected-Finance 127 3 LOWER BAZAR SHIMLA HP | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹42.6 L | L2 | Rejected-Finance hair bidders |
| 3 | L3₹46.8 LRejected-Finance HIMACHAL PRADESH HP | ₹46.8 L | L3 | Rejected-Finance hair bidders |
| 4 | L4₹48.4 LRejected-Finance | ₹48.4 L | L4 | Rejected-Finance hair bidders |
| 5 | L5₹50.2 LRejected-Finance DEEP BHAWAN OM VIHAR BHAGWATI NAGAR LOWER KHALINI SHIMLA 09 | SHIMLA | HIMACHAL PRADESH | 171001 | ₹50.2 L | L5 | Rejected-Finance hair bidders |
| Sl No | Description | Qty | Unit | Dinesh Singh Thakur L9 | Parkash Chand Sharma L8 | SURENDAR HANSRETTA L13 | National Electrical Traders L2 | DEEP CHAND SHARMA L5 | Udit Sharma L7 | JITESH SHARMA L12 | Mohar Singh L6 | MANOHAR LAL VERMA L10 | Bharat Singh Verma L11 | DP Construction L1 | Sahi Ram Malta L4 | BALDEV THAKUR L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 direction and entire satisfaction of Engineer in charge. | 287.52 | Cum | 325 ₹93,444 | 390 ₹1.1 L | 490 ₹1.4 L | 300 ₹86,256 | 200 ₹57,504 | 300 ₹86,256 | 280 ₹80,505.60 | 250 ₹71,880 | 300 ₹86,256 | 400 ₹1.2 L | 200 ₹57,504 | 377 ₹1.1 L | 100 ₹28,752 |
| 2.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :-1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 675.76 | Cum | 6,993 ₹47.3 L | 6,600 ₹44.6 L | 8,500 ₹57.4 L | 4,500 ₹30.4 L | 5,500 ₹37.2 L | 6,200 ₹41.9 L | 6,500 ₹43.9 L | 5,715 ₹38.6 L | 7,000 ₹47.3 L | 7,800 ₹52.7 L | 4,500 ₹30.4 L | 5,400 ₹36.5 L | 5,000 ₹33.8 L |
| 3.00 | Stone filling behind Retaining Walls complete in all respect and to the entire satisfaction of the Engineer-in-charge.. | 82.71 | Cum | 1,799 ₹1.5 L | 380 ₹31,429.80 | 2,100 ₹1.7 L | 1,300 ₹1.1 L | 1,800 ₹1.5 L | 1,050 ₹86,845.50 | 850 ₹70,303.50 | 1,250 ₹1.0 L | 1,500 ₹1.2 L | 100 ₹8,271 | 1,000 ₹82,710 | 1,600 ₹1.3 L | 1,500 ₹1.2 L |
| 4.00 | Providing and laying cement concrete work 1:1.5: 3(1cement:1.5 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- Foundation. | 4.14 | Cum | 8,993 ₹37,231.02 | 7,500 ₹31,050 | 10,300 ₹42,642 | 6,500 ₹26,910 | 7,000 ₹28,980 | 8,700 ₹36,018 | 6,500 ₹26,910 | 7,300 ₹30,222 | 10,000 ₹41,400 | 11,000 ₹45,540 | 7,500 ₹31,050 | 8,700 ₹36,018 | 7,000 ₹28,980 |
| 4.01 | Walls (any thickness) but not less than 0.10 m thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level. | 5.4 | Cum | 8,993 ₹48,562.20 | 7,700 ₹41,580 | 10,350 ₹55,890 | 6,500 ₹35,100 | 7,000 ₹37,800 | 8,600 ₹46,440 | 7,200 ₹38,880 | 7,300 ₹39,420 | 11,000 ₹59,400 | 1,100 ₹5,940 | 7,500 ₹40,500 | 8,700 ₹46,980 | 7,000 ₹37,800 |
| 4.02 | Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level as per direction of Engineer-in-charge. | 1.68 | Cum | 9,930 ₹16,682.40 | 7,900 ₹13,272 | 10,500 ₹17,640 | 6,000 ₹10,080 | 7,000 ₹11,760 | 9,400 ₹15,792 | 5,500 ₹9,240 | 7,300 ₹12,264 | 11,000 ₹18,480 | 1,100 ₹1,848 | 7,500 ₹12,600 | 8,700 ₹14,616 | 7,000 ₹11,760 |
| 5.00 | Providing mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete. | 673.2 | Kg | 93 ₹62,607.60 | 85 ₹57,222 | 97 ₹65,300.40 | 77 ₹51,836.40 | 75 ₹50,490 | 80 ₹53,856 | 85 ₹57,222 | 66.5 ₹44,767.80 | 70 ₹47,124 | 68 ₹45,777.60 | 72 ₹48,470.40 | 77 ₹51,836.40 | 80 ₹53,856 |
| 6.00Providing 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. | ||||||||||||||||
| 6.01 | Vertical surfaces such as circular walls (any thickness), partitions and the like including attached pillasters,buttresses, plinth and string courses and the like. | 986.37 | Sqm. | 293 ₹2.9 L | 425 ₹4.2 L | 330 ₹3.3 L | 300 ₹3.0 L | 250 ₹2.5 L | 200 ₹2.0 L | 480 ₹4.7 L | 290 ₹2.9 L | 250 ₹2.5 L | 18 ₹17,754.66 | 200 ₹2.0 L | 227 ₹2.2 L | 300 ₹3.0 L |
| 6.02 | Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness. | 16.8 | Sqm. | 393 ₹6,602.40 | 450 ₹7,560 | 400 ₹6,720 | 250 ₹4,200 | 300 ₹5,040 | 200 ₹3,360 | 400 ₹6,720 | 415 ₹6,972 | 400 ₹6,720 | 180 ₹3,024 | 250 ₹4,200 | 400 ₹6,720 | 300 ₹5,040 |
Tender Value
₹78.0 L
EMD Value
₹1.4 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 flood Rain damages at LWSS Gumma including restoration of New Head weir drain chambers R wall wire crates and anchoring to the gravity line 400 mm dia and 300 mm dia from New head weir
2026_SJPNL_126697_1
1793-1801 dated 24/01/2026
Open Tender
Pipe Laying Works
180 days
Shimla
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
₹1.4 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
Walls (any thickness) but not less than 0.10 m thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.
Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level as per direction of Engineer-in-charge.
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.
Vertical surfaces such as circular walls (any thickness), partitions and the like including attached pillasters,buttresses, plinth and string courses and the like.
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