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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹31.3 L+₹147.95 (<0.01%)Rejected-AOC C O LT MAAHANTA NARZARY W NO 5 TENGAPARA P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical VILLAGE KATRIBARI P O HOMABIL P S DOTMA DIST KOKRAJHAR BTC ASSAM | DHUBRI | ASSAM | 783331 | - | Rejected-Technical Reject |
Tender Value
₹31.3 L
EMD Value
₹62,600
Closing Date
16 Dec 2022, 1:30 pmClosed
The Addl. Chief. Engineer cum-Director, PWD,
O/o the Addl. Chief. Engineer cum-Director, PWD, BTC, Kokrajhar
Extension of Boundary Wall alongwith earth filling at Handloom Training Centre at Bengtol in Chirang District.PKG No.TN_38_1
2022_BTC_27995_1
No. ACE-05/CHN/IFB/2018-19/430
Open Tender
Civil Works - Building
Item Rate
180 days
Chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹62,600
Yes
O/o the Addl. Chief. Engineer cum-Director, PWD,
28 Dec 2022
3 Dec 2022
17 Dec 2022
3 Dec 2022
16 Dec 2022
3 Dec 2022
3 Dec 2022 - 13 Dec 2022
13 Dec 2022
Amount
(A) Boundary Wall: 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil
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)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
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)
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)
15 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)
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
(B) Earth Filling: Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (soil density of 98%) after every four layer of compacted depth of fly ash, sides & Top layer of filling shall be done with the earth having total minimum compacted thickness 30cm or as directed by Engineer-in-charge, including compacting earth layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer-in--charge.
DHARAMSING NARZARY
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