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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 LAdmitted-Finance VILL JADAINEE HATHNI KI DHATO P O BYCHARI VIA TOTU TEHSIL DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹13.6 L | L1 | Admitted-Finance |
| 2 | L2₹14.2 LAdmitted-Finance VILL BANOUN PO JABRI TEHSIL DISTT SHIMLA HP | ₹14.2 L | L2 | Admitted-Finance |
| 3 | L3₹14.8 LAdmitted-Finance V P O JEORI TEH RAMPUR DISTT SHIMLA | JEORI | SHIMLA | HIMACHAL PRADESH | ₹14.8 L | L3 | Admitted-Finance |
| 4 | L4₹15.2 LAdmitted-Finance | ₹15.2 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Parmod Kumar Thakur L1 | NOKH RAM SHARMA L2 | NARAYAN SINGH L3 | DHARAM PAL L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation & trenches etc. in in earth work lift up to 1.5 meter stacking the excavated soil not more than 3 meters clear from the edge of excavaton and then returning the stacked soil in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by remming and watering and then disposing of all surplus excavated earth as direction within a leads, lifts in PW: JW(50:50) | 46.68 | Cum | 360 ₹16,804.80 | 360 ₹16,804.80 | 360 ₹16,804.80 | 400 ₹18,672 |
| 2.00 | Prov.and lying cement concrete 1:4:8 (1Cement: 4Sand: 8 Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in Foundation and Plinth, i/c entire carriage of materials up to all leads and lifts | 1.14 | Cum | 7,600 ₹8,664 | 10,000 ₹11,400 | 7,000 ₹7,980 | 7,500 ₹8,550 |
| 3.00 | Providing and laying cement concrete 1:6:12 (1Cement: 6Sand: 12 approved quarry stone agg.40mm nominal size)& curing complete excluding cost of form work in Foundation and Plinth, i/c entire carriage of materials up to all leads and lifts | 2.64 | Cum | 7,500 ₹19,800 | 9,000 ₹23,760 | 7,000 ₹18,480 | 7,500 ₹19,800 |
| 4.00providing and laying Cement concrete work 1:1.5:3 (1 cement :1.5 sand :3 water borne aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in. | |||||||
| 4.01 | In flat surface such as slab etc. | 1.51 | Cum | 9,500 ₹14,345 | 9,600 ₹14,496 | 9,500 ₹14,345 | 9,600 ₹14,496 |
| 4.02 | in walls (if any thickness but not less than 0.10 m thickness) partitions and string courses and like. | 9.55 | Cum | 9,600 ₹91,680 | 9,600 ₹91,680 | 9,500 ₹90,725 | 9,600 ₹91,680 |
| 5.00 | 2nd class Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1 cement :6 sand) complete in all respect i/c entire carriage of materials up to all leads and lifts | 97.21 | Cum | 8,000 ₹7.8 L | 8,000 ₹7.8 L | 9,000 ₹8.7 L | 9,100 ₹8.8 L |
| 6.00 | 1st class Brick work using common burnt clay building bricks in Super structure in all height and depth in cement mortar 1:6 (1 cement :6 sand) complete in all respect i/c entire carriage of materials up to all leads and lifts | 4.07 | Cum | 8,400 ₹34,188 | 8,500 ₹34,595 | 9,000 ₹36,630 | 9,100 ₹37,037 |
| 7.00 | 1st class Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1 cement :6 sand) complete in all respect i/c entire carriage of materials up to all leads and lifts | 7.43 | Cum | 8,200 ₹60,926 | 8,500 ₹63,155 | 9,000 ₹66,870 | 9,100 ₹67,613 |
| 8.00 | 15mm thick cement plaster in single coat with cement mortar1:3 (1 cement :3 sand)of rough side or brick masonary/ stone masonary /concrete / walls for interior plastering upto floor two level i/c arrises, internal, rounded angles, chambers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar1:3 (1 cement :3 sand). | 85.95 | Cum | 280 ₹24,066 | 290 ₹24,925.50 | 300 ₹25,785 | 350 ₹30,082.50 |
Tender Value
₹12.5 L
EMD Value
₹25,012
Closing Date
27 Jan 2026, 11:00 amClosed
Executive Engineer
Executive Engineer Jal Shakti Division Nalagarh District Solan HP
Sub Head Providing laying and jointing GMS pipe in distribution system construction of 8 Nos. out lets, construction of sump well, construction of pump house and construction of MDT Under DMFT Job No. 2
2026_HPIPH_126044_1
13574-13634 dated 17-01-2026
Open Tender
Civil Works - Bridges
60 days
Ramshehar
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹25,012
28 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
Excavation in foundation & trenches etc. in in earth work lift up to 1.5 meter stacking the excavated soil not more than 3 meters clear from the edge of excavaton and then returning the stacked soil in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by remming and watering and then disposing of all surplus excavated earth as direction within a leads, lifts in PW: JW(50:50)
Prov.and lying cement concrete 1:4:8 (1Cement: 4Sand: 8 Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in Foundation and Plinth, i/c entire carriage of materials up to all leads and lifts
Providing and laying cement concrete 1:6:12 (1Cement: 6Sand: 12 approved quarry stone agg.40mm nominal size)& curing complete excluding cost of form work in Foundation and Plinth, i/c entire carriage of materials up to all leads and lifts
providing and laying Cement concrete work 1:1.5:3 (1 cement :1.5 sand :3 water borne aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in.
In flat surface such as slab etc.
in walls (if any thickness but not less than 0.10 m thickness) partitions and string courses and like.
2nd class Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1 cement :6 sand) complete in all respect i/c entire carriage of materials up to all leads and lifts
1st class Brick work using common burnt clay building bricks in Super structure in all height and depth in cement mortar 1:6 (1 cement :6 sand) complete in all respect i/c entire carriage of materials up to all leads and lifts
1st class Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1 cement :6 sand) complete in all respect i/c entire carriage of materials up to all leads and lifts
15mm thick cement plaster in single coat with cement mortar1:3 (1 cement :3 sand)of rough side or brick masonary/ stone masonary /concrete / walls for interior plastering upto floor two level i/c arrises, internal, rounded angles, chambers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar1:3 (1 cement :3 sand).
15mm thick cement plaster in single coat with cement mortar1:5 (1 cement :5sand)of rough side or brick masonary/ stone masonary /concrete / walls for interior plastering upto floor two level i/c arrises, internal, rounded angles, chambers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar1:5 (1 cement :5 sand).
Providing from work with steel plates 3.15 mm thic welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centring, shuttering, strutting and proping etc with wooden battens and ballies. Height of proping and centring below suporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu -reinforced concrete and plain concrete work in flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 mm in thickness i/c carriage of material within all leads and lifts complete in all respect.
Flat surfaces such as soffits of suspended floor, roofs,landing & the like.
Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like.
Providing and laying Cement concrete work 1:2:4 (1 cement :2 sand :4 water borne aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landing shelve and their supports balconies beams, girders bressumers and centilevers upto floor two level.
Providing laying of tor steel reinfrcement for RCC work i/c bending, binding and placing in positon complete up to floor two level.
P/ F pressed steel door frames manufactured from commercial MS sheets of 1.25mm thickness including hinges, jump lock jamp. Bead and if required angle threshold of MS angle 50 x 25 mm or base tie of 1.25mm pressed MS welded or rigidly fixed together by mechanical means, adjustable lugs with split and tails to each jamp i/c steel butt hinges 2.5mm thick with guards, lock strike plate and shock as specified and applying a coat of steel primer after pretreatment or surface as directed by Engineer-in-charge.with in all leads and lifts.
Profile. 'A'
Profile. 'B'
providing and fixing 1 mm thick MS sheet door with frame of 40x40x6 mm angle iron 3.15 mm MS gusset plate at the junctions and corners including all necessary fittings, complete including applying a priming coat of red lead paint using flat 30x6 mm for diagonal braces and control cross/ pieces.
Filling in plinth with sand under floors including watenng ramming consolidating and dressing complete.
providing and laying Cement concrete flooring 1:2:4 (1 cement :2 sand :4 water borne aggregate 20mm nominal size) laid in one layer finished with a floating of neat cement 40 mm thick.
P/F on wall face PVC rain water pipe i/c fitting and complete in all respect..
White washing with lime on undecorated wall surface (two coat) to give an even shade i/c throughly brushing the surface to remove all dirt, dust, mortar dirt and other foregn matter.
Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 cement :3 sand :6 water borne aggregate 20mm nominal size) including finishing the surface of concrete smooth.
Painting two coats (excluding priming coat) on new steel and other metal surfaces with ready mixed paint brushing to give an even shade including cleaning the surface of dirt ,dust and other foreign matter with ready mixed paint other than white complete in all respect as per the direction of the Engineer - in - Charge.
Providing and fixing aluminium tower bolts (Berral type)anodized transparent or dyed to required shade and colour with screws etc complete(250x16).
Providing and fixing MS fan clamp type-I of 16 mm dia MS bar bend to shape with hooked ends in RCC during laying including printing the expossed portion of loop, all as per standard design complete.
P/F MS grills of required pattern in wooden frames/pressed steel frame with M.S. flat square/round bars 12mm Dia with round headed bolts and nuts or by screws Plain grill.
Providing, laying jointing,testing and commissioning at site in treches galvanised miled steel pipe following dia (medium grade) as under confirming to BIS-1239 (part 1) 1990 or latest with upto date amendments capable of with standing required test pressure as prescribed in BIS/ISO code, in random lengths of 5.50 to 5.60 meter. The pipe ends shall be bevelled suitable for butt welding, confirming to IS -816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories what evere required for welding at site, tail pieces, tees, bends and other special manufactured from parent pipes etc. and cutting of pipes whatever required as per site requirment i/c carriage in all leads and lifts and as per directed by Engineer in Charge (earth work in trench to be measured and paid for separatly).
150 mm dia (M)
Providing and fixing CI sluice valves(with hand wheels) as per IS : 780 class up to 300 mm dia (including brass spindle and as per IS:2906 class II for diameter more than 300 m complete with nuts, bolts rubber insertion etc) the tail pieces if required shall be measured and paid separately of following dia Kirloskar/ Leader make PN-1.6 complete in all respect.
150 mm dia
Providing and fixing Alfa valve i/c entire carriage of materials up to all leads and lifts.
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