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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹40.6 LAdmitted-Finance | -0.16% | ₹40.6 L | L1 | Admitted-Finance |
| 2 | L2₹40.7 LAdmitted-Finance | -0.06% | ₹40.7 L | L2 | Admitted-Finance |
| 3 | L3₹40.7 LAdmitted-Finance | -0.01% | ₹40.7 L | L3 | Admitted-Finance |
Tender Value
₹40.7 L
EMD Value
₹4.1 L
Closing Date
17 Feb 2026, 2:00 pmClosed
EXCUTIVE OFFICER NP MAILANI
EXCUTIVE OFFICER NP MAILANI
WARD NO 06 09 KE MADHYA TALAB KA SAUNDRIKARAN KARYA
2026_DOLBU_1110996_1
26/E-TENDER/NPMAILANI/2025-26
Open Tender
Civil Works
90 days
NP MAILANI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
EXCUTIVE OFFICER NP MAILANI
₹4.1 L
Yes
7 Mar 2026
30 Jan 2026
18 Feb 2026
30 Jan 2026
17 Feb 2026
30 Jan 2026
Clearing jungle including uprooting of rank vegetation, grass,brush wood, trees and saplings of girth up to 30 cm measured at aheight of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Dagbelling & surveying at site at start of work
Earth work in excavation by mechanical means (Hydraulicexcavator) / 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Laying reinforced cement concrete NP3 pipe of 600 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls
Loosening,Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level in ratio of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Class M-150 brick work in 1:6 cement and coarse sand mortar in foundation and plinth including material all labour and T&P etc. required for proper completion of work.
Providing and laying in position specified grade of reinforced cement concrete upto plinth level in ratio 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Mild steel bars reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
12 mm thick plaster with cement & C sand of 1.25F.M. mortar in 1:4 including supply of all materials, labour and T&P etc required for proper completion of work
Finishing walls with water proofing cement paint of approved make and quality on new work with two coats to give an even shade, including supply of material labour and T&P etc required for proper completion of the works
Providing and laying in position cement concrete of specified grade in ratio of 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone ballast 20 mm nominal size )
Neat cement punning
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Mord
Supply & laying of 80 mm thick I shaped machanicaly compressed interlocking cement pavers block pavement required for proper completiom of work As directed E/I including all labour material & T & etc. Tata red 445
25 mm thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand).
Half Brick work with common burnt clay (non modular) bricks of class 150 in super structure above plinth level upto floor V level in cement mortar 1:3 (1 cement: 3 coarse sand) & providing expansion joint at every 30m.
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Supply and installing street light of 40 W including all T&P for completion of work
Supply & Fixing of RCC benches
Supply and fixing of inauguration board etc complete.
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