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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC S O SRI KAMALA KANTA KHAKLARY VILL RUNIKHATA P O P S RUNIKHATA DIST CHIRANG BTR ASSAM | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹27,600.02 (0.21%)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 | ₹1.3 Cr+₹27,600.02 (0.21%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.3 Cr+₹1.0 L (0.77%)Rejected-AOC | ₹1.3 Cr+₹1.0 L (0.77%) | L3 | Rejected-AOC L3 |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
8 Feb 2021, 2:30 pmClosed
Sri Hriday Kr. Boro
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of Road from Darwin English Medium School to Bebejiapara Borochupa village under State Govt. Goodwill Project, SOPD for the year 2020-21.
2021_BTC_20816_1
No. ACE- 91/MSLPR/GWMP/2020-21/7
Open Tender
Civil Works – Roads
Item Rate
365 days
Baksa
Refer to SBD
6 documents required · 6 mandatory
₹3,900
Principal Secretary, BTC, Kokrajhar
₹2.6 L
Yes
16 Jun 2021
2 Feb 2021
8 Feb 2021
2 Feb 2021
8 Feb 2021
2 Feb 2021
2 Feb 2021 - 8 Feb 2021
Amount
Clearing and grubbing road land including uprooting rack vegetation grass, bushes, shrubs saplings and trees girth upto 300 mm, removal of stumps trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. I. By Manual Means (a) In area of non thorny jungle
Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slop and compacting to meet required of table 300.1 and 300.2 with a lead upto 100m as per technical specification clause. a) Private land
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 upto 1000 m as per Technical Specification Clause. (I) from Private Land
(A) by mix in place Method- Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare 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 Material (Gr-II)
Providing laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone 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
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
Traffic Sign Providing and fixing of retro- reflectorised cautionary, mandatory and information sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixing over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mm × 75mm × 6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mm × 450mm × 600mm, 600mm below ground level as per drawing and technical specification clause 801 (i) 60cm equlateral triangle
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 (ii) Ordinary kilometer stone (Precast)
Planting of trees and their Maintenance for the year (Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decay farm yard/ sludge mannure, planting the spalings, backfilling the trenches watering, fixing the tree grarted and maintaining the plants for the year.
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 . The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specification
Construction of Slab Culvert (size: 1.50m) (1nos) of shoring and bracing, removal of stumps and other deleteriors material and disposal upto a lead of 50m , dressing side and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) upto 3.0m depth
providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A. With Crushed Stone : I. PCC Grade M10 (i) Nominal Mix 1:3:6
Plain/reinforced cement concrete in Sub structure complete as per drawing and technical specification clause 802, 804, 805, 806, 807, 1202 and 1204 I). P.C.C. grade M15 I. Nominal mix (1:2.5:5)
Providing & Laying Reinforced Cement Concrete in superstructure complete as per drawing and technical specification Clause 800, 1205.4 & 1205.5 A. With Crushes stones: (iv) RCC GRADE M20 (I) For design mix RCC M20
Providing and laying cement concrete wearing course M30 Grade including reinforcement complete as per drawing and technical specification Clauses 800 and 1206.3 A. With crushed stone
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced 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 Clauses 614, 709, 1204.3.7
Drainage spout complete as per drawing and technical specification clause 1209
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition to firm condition complete as per drawing and technical specification clause 1204.3.8
Supplying fitting and placing TMT bar reinforcement (Fe500) in sub structure complete as per drawing and technical specification clause 1002, 1..5, 1010 & 1202
Dharamsing Narzary
KAMALA KANTA KHAKLARY
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