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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-Finance MANDI DIVISION NO II HP PWD MANDI | MANDI | HIMACHAL PRADESH | 175001 | L1 | Accepted-Finance Being Lowest | |
| 2 | L2₹9.0 L+₹4,801 (0.53%)Accepted-Finance VILL PACHEHU PO SACHANI TEHSIL BHUNTAR DISTT KULLU H P | SHIMLA | HIMACHAL PRADESH | 172001 | L2 | Accepted-Finance Being Higher | |
| 3 | L3₹10.2 L+₹1.3 L (13.9%)Accepted-Finance VILL PO NAGGAR TEHSIL MANALI DISTT KULLU HP | L3 | Accepted-Finance Being Higher | |
| 4 | Rejected-Technical | - | Rejected-Technical Due to non submission of offline document | |
| 5 | Rejected-Technical GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | - | Rejected-Technical Due to non submission of offline document |
| Sl No | Description | Qty | Unit | Rohit Mahajan L3 | DESH RAJ L1 | JAI LALIT SHARMA L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | 12.21 | Cum | 250 ₹3,052.5 | 228 ₹2,783.88 Lowest | 230 ₹2,808.3 |
| 2.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :M-15 Grade Concrete | 0.84 | cum | 9,000 ₹7,560 | 8,700 ₹7,308 Lowest | 8,750 ₹7,350 |
| 3.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement M-20 Grade Condrete. | 4.08 | cum | 12,000 ₹48,960 | 10,900 ₹44,472 Lowest | 11,000 ₹44,880 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 8.35 | Sqm | 700 ₹5,845 | 660 ₹5,511 Lowest | 665 ₹5,552.75 |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars | 516 | kg | 102 ₹52,632 | 100 ₹51,600 Lowest | 101 ₹52,116 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : M-7.5 Grade Concrete | 1.02 | Cum | 6,800 ₹6,936 | 6,520 ₹6,650.4 | 6,500 ₹6,630 Lowest |
| 7.00 | Walls (any thickness) including attached pilasters,buttresses, plinth and string. | 54.4 | Sqm | 600 ₹32,640 | 570 ₹31,008 Lowest | 580 ₹31,552 |
| 8.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement withM-20 Grade Concrete). | 1.53 | cum | 12,000 ₹18,360 | 11,300 ₹17,289 Lowest | 11,400 ₹17,442 |
| 9.00 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualitySquare shape 450 mm internal dimensions each | 1 | Each | 1,800 ₹1,800 | 1,500 ₹1,500 Lowest | 1,600 ₹1,600 |
| 10.00 | Edges of slab | 10.36 | Rmt | 200 ₹2,072 | 165 ₹1,709.4 Lowest | 170 ₹1,761.2 |
Tender Value
₹9.0 L
EMD Value
₹15,000
Closing Date
12 Aug 2025, 11:00 amClosed
District Project Officer, IDP Kullu
Forest Complex Uppar Dhalpur Kullu Distt. Kullu 175101 Contact No. 7018288924
Construction of MGI Scheme (secondary structure) of Water storage tank at Shegli (Khodapand) from Nakoda Nallah for Village Shegli Ward No. __ GP Pangan under APO Naggar for the year 2025-26
2025_CPD1_111151_1
Job No. 77/NGR Const. of MGI Scheme storage tank at Shegli (Khodapand) GP Pangan
Open Tender
Civil Works
Item Rate
Shegli (Khodapand) GP Pangan
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
Yes
District Project Officer, IDP Kullu
₹15,000
Yes
14 Aug 2025
29 Jul 2025
12 Aug 2025
29 Jul 2025
12 Aug 2025
29 Jul 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :M-15 Grade Concrete
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement M-20 Grade Condrete.
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : M-7.5 Grade Concrete
Walls (any thickness) including attached pilasters,buttresses, plinth and string.
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement withM-20 Grade Concrete).
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualitySquare shape 450 mm internal dimensions each
Edges of slab
Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Providing and fixing brass full way valve with wheel 40mm nominal size. On inlet & outlet pipe:-40mm
P/F G.I.Connecting Pipes. Inlet & outlet pipes 40mm
Painting & writing on the surface of the wall in size 1.20x1.20mtr.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kind of soil.
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing of HDPE Pipe & Jointing in position HDPE pipe of grade PE 80 confirming to IS:4984:1995 and suitable for the respective working pressure with all fittings & accessories e.g. coupling, tees, bends, reducers, screwed adapters, flanged tail pieces etc. following diameters & pressure class complete in all respect. 50x8Kg./Sq.cm (M/R)
Photography charges
Mechanical Carriage
Manual Carriage
JAI LALIT SHARMA (BID ID -543402)
Rohit Mahajan (BID ID -543364)
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