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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63 LAccepted-AOC KALBARI BHAWANIPUR BARPETA ASSAM | BARPETA | BARPETA | ASSAM | L1 | Accepted-AOC L1 | |
| 2 | L1₹63 LRejected-AOC | L1 | Rejected-AOC L1 | |
| 3 | L1₹63 LRejected-AOC | L1 | Rejected-AOC L1 | |
| 4 | L1₹63 LRejected-AOC | L1 | Rejected-AOC L1 | |
| 5 | L1₹63 LRejected-AOC | L1 | Rejected-AOC L1 |
Tender Value
₹70 L
EMD Value
₹1.4 L
Closing Date
16 Oct 2020, 2:00 pmClosed
S.E. PWD Nalbari ROad Circle, Nalbari
S.E. PWD Nalbari ROad Circle, Nalbari
Construction of road (PC SC) from Batua to Manash PWD Road at Batua under SOPD -G for the year 2020-21, Bhawanipur LAC.
2020_PWD_18873_3
SENL/NIT/399/B/2018-19/1520
Open Tender
Civil Works – Roads
Item Rate
180 days
S.E. PWD Nalbari ROad Circle
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,100
Yes
ASRB
₹1.4 L
Yes
18 Mar 2021
9 Oct 2020
19 Oct 2020
9 Oct 2020
16 Oct 2020
9 Oct 2020
9 Oct 2020 - 16 Oct 2020
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and tree of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000
Construction of embankment with approved materials obtained from borrow pits, with a lift up to 1.50 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with a lead up to 1000 m as per Technical Specification Clause 301.5. By Mechanical Means. (i) Private Land
Construction of sub grade and earthen shoulder with approve materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 with lead upto 1000 m as per Technical Specification Clause 303.1(i) Private Land
Construction of granular sub-base by providing well graded materials, spreading in uniform layers by tractor with grading attachment 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. ii) For Grading II materials
Providing, laying, spreading and compacting stone aggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheels 80-100 KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill-up the interstices of coarse aggregate, watering & compacting to the required density grading II as per Technical Specification Clause 405. (A) By Manual Means
Providing, laying, spreading and compacting stone aggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheels 80-100 KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill-up the interstices of coarse aggregate, watering & compacting to the required density grading III as per Technical Specification Clause 405. (A) By Manual Means
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using Mechanical Means as per Technical Specification Clause 502.
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate 0.25 to 0.30 Kg. per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.
Providing laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm 5.6 mm aggregates either using penetration graded bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with tree wheeled roller 80-100KN static roller capacity, finished to required level and grades to be follow by seal coat of either Type A, type B or type C as per Technical Specification Clause 508. Case –I (ii) By Manual Means. (i)Bitumen S-90)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level, grade and cross fall using type A, Type B and Type C as per Technical Specification Clause 510 (A) By manual means, Case –III Type C (9.5 mm to 2.36mm) (i) Bitumen S-90
Providing and fixing retro –reflectorised cautionary mandatory and informatory sign as per IRC 67 made of encapsulated leans type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5mm thick supported on a mild steel (ii) 80Cm x 60Cm rectangular
Dismantling of existing structure like culverts bridges retaining wall and other structure comprising of masonry cement concrete wood work steel work including T&P and scaffolding where ever necessary sorting the dismantled material disposal of un serviceable material and stacking the serviceable materials with all lifts and lead of 1000materials as per technical specification CL. No. 202. (ii) By manual means. B) Cement Mortar. 2x8.00x0.90x2.00
Earthwork in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material. I. Manual Means
Bedding for pipe (i) Type B (First class) Bedding laying (First class) bedding on well compacted sand or moorum as per Cl. 1105 (ii) with GSB
Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical specification. B. With natural Gravel. (II) PCC grade M10
Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical specification. B. With natural Gravel. (II) PCC grade M15
Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical specification. B. With natural Gravel. (II) PCC grade M20
Plain/reinforcement cement concrete in superstructure complete as per drawing and technical specification Clauses 802,804,805,806,807,1202 and 1204. A. With Crushed Stone. (IV) RCC grade M25
Supplying fitting and placing TMT has reinforcement in super structure complete as per drawing and technical specification clauses 1002,1010 & 1202
Providing weep wholes in brick masonry/stone masonry ,plain/reinforcement concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(v):20(H)towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7
Providing Drainage spout completed as per drawing and technical specification clause 1209
Providing 12 mm expansion joint
Wearing Coat M 30
SRI SAILENDRA KALITA
Pradip Ch. Pathak
PRADIPTA CHOUDHURY
Anil Kumar Das
Prasanta Bayan
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