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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC | ₹2.7 Cr | L1 | Accepted-AOC accept |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
29 Dec 2018, 3:00 pmClosed
Addl. Chief Engineer, PWD(Rd), E/Zone, Dibrugarh
Additional Chief Engineer, PWD (Roads), Eastern Zone, Dibrugarh
Imp or constn. of i. Railway Parallel Road,Naojan Chungajan Road ii. Sarupathar to Naojan via Koirigaon iii. Nababanti Gaon Ali under SORD-G for the year 2018-19 under PWD, Sarupathar Rural Road Division
2018_PWD_10600_1
ACE/EZ/SOPD/Rlyparal/SARUPATHR
Open Tender
Civil Works
Item Rate
270 days
Sarupathar
Please refer Tender Document
6 documents required · 6 mandatory
₹8,200
Empowered Officer, A S R B, A/C No.10566991479
₹5.4 L
Yes
10 Aug 2020
24 Dec 2018
4 Jan 2019
24 Dec 2018
29 Dec 2018
24 Dec 2018
24 Dec 2018 - 29 Dec 2018
Amount
Clearing Grass and Removal of Rubbish - Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means (3) Nababanti Gaon
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land (3) Nababanti Gaon
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land (3) Nababanti Gaon
Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 (2) Sarupathar to Naojan via Koirigaon
Filling in Foundation trenches as per drawing and technical specification Clause 305.3.9 i) Sand filling (2) Sarupathar to Naojan via Koirigaon
Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site, spreading , grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000m as per technical specification clause 303.1 (i) Railway Parallel Road
Construction of granular sub-base by providing well graded material, spreading in uniform layer 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 Cl.401. (I) For Grading I Material (2) Sarupathar to Naojan via Koirigaon
For Grading –II materials (3) Nababanti Gaon
Providing, laying, spreading and compacting stone agregates of specific sizes to water bound macadam specification including spreading in unifrom thickness hand packin, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification clause 405. (A) By manual means. (2) Sarupathar to Naojan via Koirigaon
(3) Nababanti Gaon
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100KN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading-3 as per Technical specification Clause 405 a) Manual Means (i) Railway Parallel Road
(2) Sarupathar to Naojan via Koirigaon
(3) Nababanti Gaon
Providing and applying primer coat with bitumen emulsion (SS-1) sqm 27.90 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 (2) Sarupathar to Naojan via Koirigaon
(3) Nababanti Gaon
Providing and applying tack coat with bitumen emulsion(RS-1) distributor @ of 0.20kg to 0.25kg/Sqm on the prepared bitumen surface clean with hydraulic broom as per technical specification clause-503. (i) Railway Parallel Road
(2) Sarupathar to Naojan via Koirigaon
(3) Nababanti Gaon
Semi Dense Bituminous Concrete : Providing and laying SDBC with 100-120 TPH batch type HMP producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 to 5% mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per Morth specification Cl No. 508 complete in all respect. For Grading II (10mm nominal size) (i) Railway Parallel Road
(2) Sarupathar to Naojan via Koirigaon
(3) Nababanti Gaon
Interlocking Concrete Block Pavement: Providing & Laying interlocking concrete lock pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage a) Including Edge Block/Edge restraints (i) Railway Parallel Road
HP Culvert 1000 mm Dia NP3 (L=10.00 m) 3 nos HPC. Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia Hume pipe (3) Nababanti Gaon
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil. Up to 3m depth. (3) Nababanti Gaon
Providing concrete for plain/reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. (B) With Crushed stone. I) P.C.C. grade M 10 (3) Nababanti Gaon
Brick masonry work in cement morter in foundation complete excluding pointing and plastering as per drawing and technical specifications clause 600, 1202 & 1203. (ii) 1:4 cement morter. (3) Nababanti Gaon
Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (B)1000mm dia (3) Nababanti Gaon
Plastering with cement mortar for (1:4), 15 mm thick on brickwork in substructure as per technical specifications clause 613.4 & 1204. (3) Nababanti Gaon
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