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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC 126 RAJ KUMAR SANGAT SINGH NAGAR ADARSH NAGAR JALANDHAR JALANDHAR PUNJAB 144008 | JALANDHAR | PUNJAB | 144008 | L1 | Accepted-AOC AOC | |
| 2 | L2₹11.0 L+₹24,402.07 (2.26%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest bidder | |
| 3 | L3₹11.8 L+₹1.0 L (9.57%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest bidder | |
| 4 | L4₹11.9 L+₹1.1 L (9.95%)Rejected-Finance | L4 | Rejected-Finance 4th lowest bidder | |
| 5 | L5₹12.0 L+₹1.2 L (11.3%)Rejected-Finance | L5 | Rejected-Finance 5th lowest bidder |
| Sl No | Description | Qty | Unit | Harsh Mehta L4 | gurbax singh contractor L8 | SHIV PAL L5 | RAJ KUMAR L1 | Jakir Hussain L6 | Bhupinder Singh L7 | ASEEM L3 | Lal Chand Shiv Mahadev Cont L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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, upto all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads. All kinds of soil and as per direction of Engineer-in-Charge. | 448.85 | Cum | 100 ₹44,885 Lowest | 200 ₹89,770 | 100 ₹44,885 Lowest | 125 ₹56,106.25 | 170 ₹76,304.5 | 220 ₹98,747 | 160 ₹71,816 | 121.37 ₹54,476.92 |
| 2.00 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia and as per direction of Engineer-in-Charge. | 30 | Mtr | 100 ₹3,000 | 200 ₹6,000 | 300 ₹9,000 | 50 ₹1,500 Lowest | 220 ₹6,600 | 200 ₹6,000 | 180 ₹5,400 | 151.37 ₹4,541.1 |
| 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 : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) and as per direction of Engineer-in-Charge. | 13.7 | Cum | 3,000 ₹41,100 Lowest | 4,000 ₹54,800 | 3,500 ₹47,950 | 3,000 ₹41,100 Lowest | 4,800 ₹65,760 | 3,200 ₹43,840 | 3,600 ₹49,320 | 4,501.37 ₹61,668.77 |
| 4.00 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand) and as per direction of Engineer-in-Charge. | 21 | SqM | 250 ₹5,250 Lowest | 500 ₹10,500 | 500 ₹10,500 | 625 ₹13,125 | 2,500 ₹52,500 | 400 ₹8,400 | 700 ₹14,700 | 461.37 ₹9,688.77 |
| 5.01 | Centering and shuttering including strutting, propping etc. and removal of form for : (a) Foundations, footings, bases of columns, etc. for mass concrete .and as per direction of Engineer-in-Charge. | 7.28 | SqM | 300 ₹2,184 | 250 ₹1,820 | 200 ₹1,456 | 150 ₹1,092 Lowest | 200 ₹1,456 | 300 ₹2,184 | 200 ₹1,456 | 151.37 ₹1,101.97 |
| 5.02 | (b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc and as per direction of Engineer-in-Charge. | 296.8 | SqM | 300 ₹89,040 | 500 ₹1,48,400 | 400 ₹1,18,720 | 250 ₹74,200 Lowest | 300 ₹89,040 | 350 ₹1,03,880 | 400 ₹1,18,720 | 251.37 ₹74,606.62 |
| 5.03 | (c) Suspendedfloors, roofs, landings,balconies and access platform and as per direction of Engineer-in-Charge. | 43.2 | SqM | 300 ₹12,960 | 500 ₹21,600 | 400 ₹17,280 | 300 ₹12,960 | 250 ₹10,800 Lowest | 300 ₹12,960 | 350 ₹15,120 | 321.37 ₹13,883.18 |
| 5.04 | (d) Edges of slabs and breaks in floors and walls. Under 20 cm wide and as per direction of Engineer-in-Charge. | 32.28 | Mtr | 100 ₹3,228 | 100 ₹3,228 | 150 ₹4,842 | 40 ₹1,291.2 Lowest | 300 ₹9,684 | 170 ₹5,487.6 | 50 ₹1,614 | 121.37 ₹3,917.82 |
| 6.00 | 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 nominal size) and as per direction of Engineer-in-Charge. | 17.84 | Cum | 6,500 ₹1,15,960 | 6,000 ₹1,07,040 | 6,000 ₹1,07,040 | 5,500 ₹98,120 Lowest | 6,500 ₹1,15,960 | 5,900 ₹1,05,256 | 5,500 ₹98,120 Lowest | 6,101.37 ₹1,08,848.44 |
| 7.00 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and as per direction of Engineer-in-Charge. | 32.27 | Cum | 6,500 ₹2,09,755 | 6,500 ₹2,09,755 | 7,000 ₹2,25,890 | 5,500 ₹1,77,485 Lowest | 7,500 ₹2,42,025 | 5,900 ₹1,90,393 | 6,000 ₹1,93,620 | 7,001.37 ₹2,25,934.21 |
Tender Value
₹12.6 L
EMD Value
₹25,200
Closing Date
21 Jul 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
HPSIDC Shimla
C/o Septic tank and soak pit 6.00 mtr dia.
2025_SIDC_109792_1
Job No. 5
Open Tender
Civil Works
Item Rate
90 days
Baddi
Please refer Tender documents.
8 documents required · 8 mandatory
₹600
₹25,200
19 Sept 2025
11 Jul 2025
22 Jul 2025
11 Jul 2025
21 Jul 2025
11 Jul 2025
Amount
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, upto all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads. All kinds of soil and as per direction of Engineer-in-Charge.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia and as per direction of 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 : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) and as per direction of Engineer-in-Charge.
Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand) and as per direction of Engineer-in-Charge.
Centering and shuttering including strutting, propping etc. and removal of form for : (a) Foundations, footings, bases of columns, etc. for mass concrete .and as per direction of Engineer-in-Charge.
(b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc and as per direction of Engineer-in-Charge.
(c) Suspendedfloors, roofs, landings,balconies and access platform and as per direction of Engineer-in-Charge.
(d) Edges of slabs and breaks in floors and walls. Under 20 cm wide and as per direction of 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 : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) and as per direction of Engineer-in-Charge.
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 : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and as per direction of Engineer-in-Charge.
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 with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).
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 and as per direction of Engineer-in-Charge.
Providing and laying non-pressure NP2class (light duty) R.C.C. pipeswith collars jointedwith stiff mixture of cement mortar in the proportion of 1:2(1cement :2fine sand) including testing of joints etc. complete and as per direction of Engineer-in-Charge.: (i) 300 mm dia. R.C.C. pipe
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : (a) 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conform- ing to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 ce- ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. and as per direction of Engineer-in-Charge.
Supply and staking of Brick aggregates 63 mm niminal size in soak pit and as per direction of Engineer-in-Charge.
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. H D - 20 Circular shape 560 mm internal diameter and as per direction of Engineer-in-Charge.
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 350 to 450 mm diameter and as per direction of Engineer-in-Charge.
Brick work with common burnt clay F.P.S. (nonmodular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) cum. and as per direction of Engineer-in-Charge.
Lal Chand Shiv Mahadev Cont (BID ID -537071)
ASEEM (BID ID -536140)
Harsh Mehta (BID ID -534829)
SHIV PAL (BID ID -536361)
Jakir Hussain (BID ID -537091)
Bhupinder Singh (BID ID -536749)
gurbax singh contractor (BID ID -535775)
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