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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91,041Admitted-Finance | ₹91,041 | L1 | Admitted-Finance |
| 2 | L2₹99,724.40Admitted-Finance | ₹99,724.40 | L2 | Admitted-Finance |
| 3 | L3₹1.0 LAdmitted-Finance V AMB P O TEHSIL JAWALAMUKHI DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | ₹1.0 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | tej ram construction company L2 | KARTAR SINGH L3 | Mohd sohel L1 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. Nominal concrete 1:3:6 or richer mix ( i/c VC equivalent design mix) in all leads and lifts. | 0.86 | Cum | 900 ₹774 | 1,100 ₹946 | 1,000 ₹860 |
| 2.00 | Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work, blasting work,chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15 cm. layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surpius excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required to the entire satisfaction of the Engineer-in-Charge. | 22.65 | Cum | 400 ₹9,060 | 400 ₹9,060 | 300 ₹6,795 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering 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 and lifts. | 0.68 | Cum. | 7,000 ₹4,760 | 7,000 ₹4,760 | 6,000 ₹4,080 |
| 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. | 0.94 | Cum. | 8,000 ₹7,520 | 8,000 ₹7,520 | 7,000 ₹6,580 |
| 5.00 | 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. | 18.4 | Sqm. | 500 ₹9,200 | 300 ₹5,520 | 400 ₹7,360 |
| 6.00 | 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. | 2 | Sqm. | 200 ₹400 | 200 ₹400 | 300 ₹600 |
| 7.00 | Centering and shuttering including strutting. propping etc. and removal of form for all heights: Edges of slabs and breaks in floors and walls under 20 cm wide in all leads and lifts. | 10.4 | Rmt. | 50 ₹520 | 100 ₹1,040 | 100 ₹1,040 |
| 8.00 | 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, fir ishing and reinforcement 1:1.5:3 (1) cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts. | 1.58 | Cum | 9,000 ₹14,220 | 10,000 ₹15,800 | 7,500 ₹11,850 |
| 9.00 | 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 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. | 0.44 | Cum | 9,000 ₹3,960 | 10,000 ₹4,400 | 7,500 ₹3,300 |
| 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. | 266.4 | Kg | 86 ₹22,910.40 | 96 ₹25,574.40 | 90 ₹23,976 |
Tender Value
₹1.0 L
EMD Value
₹2,200
Closing Date
15 Jan 2026, 5:00 pmClosed
Executive Engineer
EE JSV Mandi
C/O RCC Manhole Chamber 2 Nos Laying Jointing and Testing of DI pipe 150mm dia K7 near Gurudwara Muhalla at Paddal 40 Rmt
2026_HPIPH_125072_1
15914-16013
Open Tender
Civil Works
90 days
Mandi
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹2,200
17 Jan 2026
6 Jan 2026
16 Jan 2026
6 Jan 2026
15 Jan 2026
6 Jan 2026
Amount
Demolishing cement concrete manually by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. Nominal concrete 1:3:6 or richer mix ( i/c VC equivalent design mix) in all leads and lifts.
Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work, blasting work,chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15 cm. layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surpius excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required to the entire satisfaction of the Engineer-in-Charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering 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 and 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.
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.
Centering and shuttering including strutting. propping etc. and removal of form for all heights: Edges of slabs and breaks in floors and walls under 20 cm wide 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, fir ishing 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 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.
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.
Fixing of Precast SFRC Manhole Cover with Frame conforming to IS-12592 (Part -1)-1998 with latest ammendments 560 mm dia in all leads and lifts.i) Medium Duty
Laying, jointing and testing in trenches centrifugally cast (spun) ductile iron pipes conforming to BIS 8329-2000 (latest with up to date amendments) in a length of 5.50 meters class K7 with cement mortor lining in side duty ISI marked including cost of Tyton (push or joints) fittings including testing of joints and rubber gasket (S&R | quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separetely) in all leads and lifts. 150 mm Dia
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) within all leads and lifts.
tej ram construction company (BID ID -608923)
KARTAR SINGH (BID ID -608926)
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