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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 Cr+₹2.9 L (1.79%)Rejected-AOC BRP ROAD H NO 3 ASHI ANUPAMA HEIGHT P O P S BHARALUMUKH GUWAHTI DIST KAMRUP METRO PIN 781009 | KAMRUP METRO | ASSAM | 781009 | ₹1.6 Cr+₹2.9 L (1.79%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical C O SADHAN CHANDRA KUNDU W NO 2 UDALGURI P O P S UDALGURI DIST UDALGURI BTC ASSAM PIN 784509 | UDALGURI | UDALGURI | ASSAM | 784509 | - | - | Rejected-Technical Failed |
| 4 | Rejected-Technical | - | - | Rejected-Technical Failed |
| 5 | Rejected-Technical | - | - | Rejected-Technical Failed |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
6 Feb 2021, 2:00 pmClosed
Addl. Chief Engineer cum Director, PWD, BTC,
O/o. the Addl. Chief Engineer cum Director, PWD, BTC, Kokrajhar
Const. of road from Batabari LP school to Mwkhwnabari under State Govt. Goodwill Project underSOPD(G) for the year 2020-21.
2021_BTC_20544_1
ACE-92/UDLG/GWMP/2020-21
Open Tender
Civil Works – Roads
Item Rate
540 days
Udalguri District
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,850
Principal Secretary, BTC, Kokrajhar
₹3.2 L
Yes
5 Jun 2021
30 Jan 2021
6 Feb 2021
30 Jan 2021
6 Feb 2021
30 Jan 2021
30 Jan 2021 - 6 Feb 2021
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per Technical Specification Clause 201. (I) By Manual Means (A) In area of non thorny jungle.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per technical Specification Clause 301.5. (i) Private Land
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. (ii) For Grading II Material Feeder Road (100m)
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 1000m as per Technical Specificatiojn Clause 303.1. (i) Private Land.
Providing, laying, spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel 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 and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. Feeder road (100m)
Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504.
Extra for providing and laying Colour Interlocking Concrete Block Pavement as per Technical Specification Clause 1504 complete including carriage
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 1701. (v) 600mm X 45mm rectangular
Planting of Trees and their Maintenance for three Years (Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year.
1000mm Dia HPC 9.1. Earthwork in excavation for structures as per drawings 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 50m dressing of sizes and bottom and backfilling in trenches with excavated suitable material.
(i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105
Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm dia.
RCC Box Cell Bridge of Size: 1 cell X 3.00M X 3.00M Earthwork in excavation for strctures as per drawing and technical specification, clause No.305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 I. Sand filling
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 7 1203 (B) With natural Gravel III. PCC Grade M10 Nominal mix (1:3:6)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 7 1203 (B) With natural Gravel IV. RCC Grade M20
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. B. With Natural Gravel IV. RCC Grade M 25 (i) For height upto 5m
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. B. With crushed stone IV. RCC Grade M25 (a) Height upto 5m
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
Supplying, fitting and placing TMT reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 & 1202.
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. A. With Natural Gravel
Providing weepholes in brick masonry/plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawings face complete as per drawing and technical specification
Backfilling behind abutment, wing wall, return wall as per drawings and technical specification Clause 1204.3.8. A. Granular Materials.
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. iii. Cement concrete grade M10
Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
AGH CONSTRUCTIONS PRIVATE LIMITED
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