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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.8 LAccepted-AOC VILL SUBHASH PALLY W N 3 P O P S KOKRAJAHR DIST KORAJHAR | L1 | Accepted-AOC Lowest Rate Quoted among the others | |
| 2 | L2₹23.8 L+₹1,245.43 (0.05%)Rejected-AOC C O HARU CH DEY KACHUGAON P O P S KACHUGAON DIST KOKRAJHAR BTC ASSAM PIN 783370 | KACHUGAON | KOKRAJHAR | ASSAM | 783370 | L2 | Rejected-AOC Higher Rate Quoted among the others |
Tender Value
₹23.8 L
EMD Value
₹47,576
Closing Date
8 Aug 2024, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/(15th FC)UT-146/2023/11
2024_BoTC_38077_1
DPRD/BTC/(15th FC)UT-146/2023/11
Open Tender
Civil Works
Item Rate
90 days
Hatidhura
Refer to Bid Document
4 documents required · 4 mandatory
₹480
₹47,576
Yes
12 Sept 2024
18 Jul 2024
9 Aug 2024
18 Jul 2024
8 Aug 2024
18 Jul 2024
18 Jul 2024 - 8 Aug 2024
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, burshes,shurbs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in 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 all lift upto 1.5m, transporting to site, spreading , grading to required slope and compacting to meet requirement to Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land
Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift 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 Specification Clause 303.1. (i) Private Land.
Constr. 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 dencity, complete as per Technical Specification Clause 401 (ii) For Grading II material.
WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregate of specific sizes to WBM specification incl. 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, stone screening; binding materials to fill up the interstiches of course aggregate, watering and compacting to required dencity as per Technical Specification Clause 405. (B) By Manual Means.
Providing plain conc./RCC in open foundation complete as per drawing and Technical Specification Clause 802,803,1202 and 1203. A. With Crushed stone III. PCC Grade M20 Nominal Mix (1:2:4)
Inter Locking Conc. Block Pavement i) Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504. (iv) Rates are inclusive of CC Edge block/Edge restraints.
CONSTRUCTION OF RCC SLAB CULVERT Excavation of Structures Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 incl. setting out, constr 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. 1. Ordinary soil, upto 3m depth.
Providing brick soling laid on prepared sub-grade with brick on end edging according to lines, graded and C/S shown on the drawing, filling joints with sand and earth, spreading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 KN as per Technical Specification Clause 412.
Proving conc. For plain/reinforced conc. In open foundations complete as per drawings and technical specifications Clause 802, 803, 1202,& 1203 A. With crushed stone. 1. PCC Grade M 10, Nominal mix 1;3:6
Proving conc. For plain/reinforced conc. In open foundations complete as per drawings and technical specifications Clause 802, 803, 1202,& 1203 A. With crushed stone. 1. PCC Grade M 20, Nominal mix 1:2:4
Supplyining, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in superstructure complete as per drawing and technical specifications.
Providing Signboard
SRI BIBEKANANDA DEY
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