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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Finance | ₹4.0 L | L1 | Admitted-Finance |
| 2 | L2₹4.1 LAdmitted-Finance | ₹4.1 L | L2 | Admitted-Finance |
| 3 | L3₹4.2 LAdmitted-Finance | ₹4.2 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Jitender Chauhan L1 | MUKESH GOVT. CONTRACTOR L2 | DHARAM PAL L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 96 | SQM | 4 ₹384 | 4 ₹384 | 4.5 ₹432 |
| 2.00 | 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 | 45 | CUM | 150 ₹6,750 | 170 ₹7,650 | 170 ₹7,650 |
| 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 1:5:10 (1 cement : 5 coarse sand) : 10
graded stone aggregate 40 mm nominal | 7.42 | CUM | 6,500 ₹48,262.50 | 6,500 ₹48,262.50 | 6,500 ₹48,262.50 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets,
kerbs and steps etc | 6 | SQM | 450 ₹2,700 | 450 ₹2,700 | 460 ₹2,760 |
| 5.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete | 33.75 | CUM | 298 ₹10,057.50 | 300 ₹10,125 | 350 ₹11,812.50 |
| 6.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete | 22.5 | CUM | 298 ₹6,705 | 300 ₹6,750 | 300 ₹6,750 |
| 7.00 | Providing and laying of hand picked stone soling complete job as direction by engineer-in-charge | 22.5 | CUM | 1,750 ₹39,375 | 1,700 ₹38,250 | 1,800 ₹40,500 |
| 8.00 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete | 30 | RMT | 7,500 ₹2.3 L | 7,800 ₹2.3 L | 7,900 ₹2.4 L |
| 9.00 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand
(zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels 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 complete as per standard designInside size 120x90 cm and 150 cm deep including C.I. cover with frame (medium
duty) 500 mm internal diameter, total weight
of cover and frame to be not less than 116
kg (weight of cover 58 kg and weight of
frame 58 kg) : kg)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 2 | EACH | 30,000 ₹60,000 | 31,000 ₹62,000 | 30,000 ₹60,000 |
Tender Value
₹2.5 L
EMD Value
₹5,000
Closing Date
12 Feb 2026, 6:00 pmClosed
Secretary NP Nirmand
Office of the NP Nirmand
Channelization of nala near Rahul Sharma house in ward no. 07 at Nirmand
2026_UDDHP_127581_1
No.NPN/2026-2898-2901
Open Tender
Civil Works
Ward no. 07
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Secretary Nagar Panchayat Nirmand
₹5,000
13 Feb 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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 cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal
Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
Providing and laying of hand picked stone soling complete job as direction by engineer-in-charge
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels 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 complete as per standard designInside size 120x90 cm and 150 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : kg)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
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