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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC VILLAGE HALAG PO BANDHI TEHSIL AUT DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | ₹3.4 L Quoted ₹3.5 L | L1 | Accepted-AOC Award |
| 2 | L2₹3.9 LRejected-Finance | ₹3.9 L | L2 | Rejected-Finance Other than Lowest |
| 3 | L3₹3.9 LRejected-Finance HIMACHAL PRADESH HP | ₹3.9 L | L3 | Rejected-Finance Other than Lowest |
| 4 | L4₹4.2 LRejected-Finance | ₹4.2 L | L4 | Rejected-Finance Other than Lowest |
| 5 | L5₹4.3 LRejected-Finance | ₹4.3 L | L5 | Rejected-Finance Other than Lowest |
| Sl No | Description | Qty | Unit | Zakir Hussain L2 | DINA NATH L6 | Bhavneshwar L7 | VED RAM THAKUR L5 | LABH SINGH L1 | DALEEP SINGH L8 | GULAB SINGH L3 | LAL CHAND L9 | NOOR HUSSAIN L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge. | 334.97 | Cum | 370 ₹1.2 L | 425 ₹1.4 L | 460 ₹1.5 L | 450 ₹1.5 L | 349 ₹1.2 L | 500 ₹1.7 L | 360 ₹1.2 L | 550 ₹1.8 L | 372 ₹1.2 L |
| 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 ills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:5:10 (1 cement : 5 coarse sand) :10 graded stone aggregate 40 mm nominal size in all leads and lifts | 0.39 | Cum | 9,000 ₹3,510 | 10,000 ₹3,900 | 9,300 ₹3,627 | 9,200 ₹3,588 | 7,500 ₹2,925 | 9,300 ₹3,627 | 9,000 ₹3,510 | 9,400 ₹3,666 | 8,800 ₹3,432 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the costof certaining and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in all leads & lifts. | 0.81 | Cum | 9,500 ₹7,695 | 10,500 ₹8,505 | 9,850 ₹7,978.50 | 9,800 ₹7,938 | 9,000 ₹7,290 | 9,900 ₹8,019 | 9,800 ₹7,938 | 10,000 ₹8,100 | 10,000 ₹8,100 |
| 4.00 | 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 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts. | 0.81 | Cum | 11,000 ₹8,910 | 11,500 ₹9,315 | 11,400 ₹9,234 | 11,300 ₹9,153 | 9,500 ₹7,695 | 11,500 ₹9,315 | 11,000 ₹8,910 | 11,600 ₹9,396 | 10,500 ₹8,505 |
| 5.00 | 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, huttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts. | 1.07 | Cum | 12,500 ₹13,375 | 11,500 ₹12,305 | 12,860 ₹13,760.20 | 12,850 ₹13,749.50 | 11,000 ₹11,770 | 12,900 ₹13,803 | 12,500 ₹13,375 | 12,950 ₹13,856.50 | 15,000 ₹16,050 |
| 6.00 | 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 entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) in all leads and lifts. | 0.2 | Cum | 13,000 ₹2,600 | 15,000 ₹3,000 | 13,250 ₹2,650 | 13,216 ₹2,643.20 | 11,500 ₹2,300 | 13,500 ₹2,700 | 12,800 ₹2,560 | 13,550 ₹2,710 | 10,500 ₹2,100 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc in all leads and lifts. | 21.8 | Sqm. | 480 ₹10,464 | 520 ₹11,336 | 600 ₹13,080 | 500 ₹10,900 | 300 ₹6,540 | 550 ₹11,990 | 520 ₹11,336 | 600 ₹13,080 | 570 ₹12,426 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Suspended floors, roofs, landings, balconies and access platform in all leads and lifts. | 1.75 | Sqm. | 750 ₹1,312.50 | 790 ₹1,382.50 | 780 ₹1,365 | 770 ₹1,347.50 | 400 ₹700 | 800 ₹1,400 | 770 ₹1,347.50 | 850 ₹1,487.50 | 950 ₹1,662.50 |
| 9.00 | Providing and Laying No Fine concrete1: 6 (1cement : 6 graded stone aggregate 40 mm nominal size) and curing complete in walls (any thickness but not less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc from top of foundation level up to floor two level in all leads and lifts. | 0.2 | Cum | 11,500 ₹2,300 | 15,700 ₹3,140 | 12,200 ₹2,440 | 12,100 ₹2,420 | 10,800 ₹2,160 | 12,200 ₹2,440 | 11,800 ₹2,360 | 12,300 ₹2,460 | 10,500 ₹2,100 |
| 10.00 | 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 in all leads and lifts. | 94.5 | Kg | 96 ₹9,072 | 109 ₹10,300.50 | 96 ₹9,072 | 95 ₹8,977.50 | 92 ₹8,694 | 99 ₹9,355.50 | 95 ₹8,977.50 | 115 ₹10,867.50 | 125 ₹11,812.50 |
Tender Value
₹4.4 L
EMD Value
₹8,900
Closing Date
26 Jun 2025, 5:00 pmClosed
Executive Engineer
EE JSV Mandi
Laying Jointing and Testing of GI pipe 32mm 25mm 20mm and 15mm at diffrent RDs and Butt welding of GI pipe 65mm at RD 0 to 180 and Construction of Crate work for intake chamber at Rehan Nallah
2025_HPIPH_107634_1
2751-2800
Open Tender
Civil Works
90 days
Rehan
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹8,900
13 Jan 2026
17 Jun 2025
27 Jun 2025
17 Jun 2025
26 Jun 2025
17 Jun 2025
Amount
Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge.
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 ills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:5:10 (1 cement : 5 coarse sand) :10 graded stone aggregate 40 mm nominal size in all leads and lifts
Providing and laying in position cement concrete of specified grade excluding the costof certaining and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in all leads & lifts.
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 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts.
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, huttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts.
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 entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) in all leads and lifts.
Centering and shuttering including strutting, propping etc. and removal of form for all heights:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc in all leads and lifts.
Centering and shuttering including strutting, propping etc. and removal of form for all heights: Suspended floors, roofs, landings, balconies and access platform in all leads and lifts.
Providing and Laying No Fine concrete1: 6 (1cement : 6 graded stone aggregate 40 mm nominal size) and curing complete in walls (any thickness but not less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc from top of foundation level up to floor two level in all leads and lifts.
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 in all leads and lifts.
Random rubble masonry / polygonal rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement :6 sand : 12 graded stone aggregate , 20mm nominal size ) in cement mortar 1:6 ( 1cement:6 sand) in all leads and lifts.
Wire crate made of GI wire filled with boulders with square cut faces against the wire (wire crate to be measured and paid for separately) the weight of each boulder should not less than 18 kg and as per entire satisfaction of the Engineer-in-charge)in all leads and lifts.
Wire crate made of GI wire filled with boulder with square cut faces against the wire (Boulder filling to be measured and paid for separately ) double twisted GI wire 5mm thick 15cmx15cm mesh) corresponding to SWG-6 as per direction and to the entire satisfaction of the Engineer-in-charge
Laying, fixing and jointing (by way of circumfrential butt welded joints by electrical arc welding ) and testing of Galvanised mild steel tubes (GI pipes) of following diameter confirming to BIS 1239 (Part-I) grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of with standing required test pressure in random length of 4 to 7 meters, including manufacturing reducers/tapers, all short pieces, beds ctc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer-in-charge. 65 mm diameter (Light Class)
Laying, jointing and testing of GMS tube in trenches (light grade) of following dia meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) in all leads and lifts.
32 mm dia
25 mm dia
20 mm dia
15 mm dia
Zakir Hussain (BID ID -526703)
GULAB SINGH (BID ID -528802)
NOOR HUSSAIN (BID ID -526794)
VED RAM THAKUR (BID ID -528855)
DINA NATH (BID ID -526815)
Bhavneshwar (BID ID -528865)
DALEEP SINGH (BID ID -528002)
LAL CHAND (BID ID -528020)
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