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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹28.1 LAccepted-Finance | ₹28.1 L | 1st | Accepted-Finance Single bidder participated and has quoted Rs.2812300 for this work |
| Sl No | Description | Qty | Unit | SUMEET THAKUR GOVT. CONTRACTOR L1 |
|---|---|---|---|---|
| 1.00Earth 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-incharge:-i/c entire carriage of material in all leads, lifts height and cost of all other incidentals. | ||||
| 1.01 | All Kind Soil | 100 | Cum | 150 ₹15,000 Lowest |
| 2.00Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m :as directed by Engineer-incharge:-i/c entire carriage of material in all leads, lifts height and cost of all other incidentals. | ||||
| 2.01All kinds of soil | ||||
| 2.02 | Pipes, cables etc. exceeding 80 mm dia but
not exceeding 300 mm dia | 250 | Meter | 350 ₹87,500 Lowest |
| 3.00Dismantling of manhole including R.C.C. top slab, C.I. cover withframe, including stacking of useful materials near the site anddisposal of unserviceable materials within 50 m lead as directed by Engineer-incharge:-i/c entire carriage of material in all leads, lifts height and cost of all other incidentals. | ||||
| 3.01 | Rectangular manhole 120x90 cm and 90 cm deep | 2 | Each | 4,000 ₹8,000 Lowest |
| 4.00Extra for depth of manholes dismantled : | ||||
| 4.01 | Rectangular manhole 120x90 cm and beyond 90 cm depth | 2 | Meter | 2,400 ₹4,800 Lowest |
| 5.00Constructing 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 (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominalsize), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement andmaking channels in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) finished witha floating coat of neat cement complete as per standard design :as directed by Engineer-incharge:-i/c entire carriage of material in all leads, lifts height and cost of all other incidentals. | ||||
Tender Value
₹28.2 L
EMD Value
₹56,408
Closing Date
16 Mar 2026, 11:00 amClosed
Executive Engineer(Civil)
Construction Cell NIT Hamirpur H.P 177005
Construction of manholes and sewerage line in Vindhyachal, Kailash Boys Hostel and other locations at NIT Hamirpur.
2026_NITHP_900991_1
Construction of manholes and sewerage line in Vindhyachal, Kailash Boys Hostel and other locations
Open Tender
Civil Works
Item Rate
90 days
Construction Cell NIT Hamirpur
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹56,408
15 Apr 2026
2 Mar 2026
17 Mar 2026
2 Mar 2026
16 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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-incharge:-i/c entire carriage of material in all leads, lifts height and cost of all other incidentals. | |||||
| 1.01 | All Kind Soil | 100 | Cum | 1.25 | ₹125 |
| 2Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m :as directed by Engineer-incharge:-i/c entire carriage of material in all leads, lifts height and cost of all other incidentals. | |||||
| 2.01 | All kinds of soil | - | - | - | - |
| 2.02 | Pipes, cables etc. exceeding 80 mm dia but
not exceeding 300 mm dia | 250 | Meter | 1.25 | ₹312.5 |
| 3Dismantling of manhole including R.C.C. top slab, C.I. cover withframe, including stacking of useful materials near the site anddisposal of unserviceable materials within 50 m lead as directed by Engineer-incharge:-i/c entire carriage of material in all leads, lifts height and cost of all other incidentals. | |||||
| 3.01 | Rectangular manhole 120x90 cm and 90 cm deep | 2 | Each | 1.25 | ₹2.5 |
| 4Extra for depth of manholes dismantled : | |||||
| 4.01 | Rectangular manhole 120x90 cm and beyond 90 cm depth | 2 | Meter | 1.25 | ₹2.5 |
| 5Constructing 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 (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominalsize), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement andmaking channels in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) finished witha floating coat of neat cement complete as per standard design :as directed by Engineer-incharge:-i/c entire carriage of material in all leads, lifts height and cost of all other incidentals. | |||||
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