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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.3 LAccepted-AOC | ₹39.3 L | L1 | Accepted-AOC Lowest bidder and both technically and financially qualified |
| 2 | L2₹39.9 LRejected-Finance | ₹39.9 L | L2 | Rejected-Finance L2 HIGHEST BID DISQALIFIED |
| 3 | L3₹41.3 LRejected-Finance | ₹41.3 L | L3 | Rejected-Finance L3 HIGHEST BID DISQALIFIED |
| 4 | Rejected-Technical | - | - | Rejected-Technical TENDER FEE AND EMD NOT SUBMITTED |
| Sl No | Description | Qty | Unit | Mrinal Baruah H2 | DIMPAL CHOUDHARY H1 | M/S ADD CONSTRUCTION H3 |
|---|---|---|---|---|---|---|
| 1.00Earthwork | ||||||
| 1.01 | 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.2.6.1 All kinds of soil | 11.31 | Cum | 222 ₹2,510.82 | 208 ₹2,352.48 | 215 ₹2,431.65 |
| 1.02 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in-charge. | 144.51 | Cum | 3,089 ₹4.5 L | 2,980 ₹4.3 L | 3,081 ₹4.5 L |
| 1.03 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 | 192.44 | Sqm | 693 ₹1.3 L | 620 ₹1.2 L | 685 ₹1.3 L |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.68 | Cum | 6,917 ₹4,703.56 | 6,870 ₹4,671.60 | 6,905 ₹4,695.40 |
| 1.05 | 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources). | 4.18 | Cum | 8,402 ₹35,120.36 | 8,390 ₹35,070.20 | 8,389 ₹35,066.02 |
| 1.06 | 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 : 5.2.2 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). | 74.91 | Cum | 10,209 ₹7.6 L | 10,250 ₹7.7 L | 10,197 ₹7.6 L |
| 2.00Detail | ||||||
| 2.01 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 6.75 | Sqm | 327 ₹2,207.25 | 350 ₹2,362.50 | 311 ₹2,099.25 |
| 2.02 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 143.81 | Sqm | 821 ₹1.2 L | 830 ₹1.2 L | 812 ₹1.2 L |
Tender Value
₹39.3 L
EMD Value
₹78,518
Closing Date
10 Mar 2026, 12:00 pmClosed
CHAIRMAN
THE CHAIRMAN, NGMB OFFICE, NORTH GUWAHATI
Renovation of Uttaranchal Barowari Durga Mandir at Abhoypur at Ward No 4 under North Guwahati Municipal board
2026_UDD_51055_2
NGMB/15th FC_UnTied/2025-26/6485
Open Tender
Civil Works - Others
90 days
NORTH GUWAHATI
3 documents required · 3 mandatory
₹1,000
Yes
₹78,518
Yes
15 Mar 2026
5 Mar 2026
10 Mar 2026
5 Mar 2026
10 Mar 2026
5 Mar 2026
5 Mar 2026 - 7 Mar 2026
Earthwork
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.2.6.1 All kinds of soil
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in-charge.
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).
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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources).
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 : 5.2.2 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).
Detail
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.3 Suspended floors, roofs, landings, balconies and access platform
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
20 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 5.22A.4 Hot rolled deformed bars
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 13.2.1 1:4 (1 cement: 4 fine sand) . Qtty. Same as item no-13
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.82.1 One coat. Qtty. Same as item no-13
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1 M.S. tube
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