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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 Cr+₹2.5 L (1.09%)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 | ₹2.4 Cr+₹2.5 L (1.09%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.4 Cr+₹4.2 L (1.79%)Rejected-AOC S O SRI KAMALA KANTA KHAKLARY VILL RUNIKHATA P O P S RUNIKHATA DIST CHIRANG BTR ASSAM | ₹2.4 Cr+₹4.2 L (1.79%) | L3 | Rejected-AOC L3 |
Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
6 Feb 2021, 2:30 pmClosed
Sri Hriday Kr. Boro
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Improvement of Road from Kachugaon Raimona Road Joleswari LP School to Tekhabazar for State Govt. Goodwill Project under SOPD (G) for the year 2020-2021.
2021_BTC_20572_1
89/ACE/BTC/KOK/RR/2020-21/3
Open Tender
Civil Works – Roads
Item Rate
365 days
Kokrajhar
Refer to SBD
6 documents required · 6 mandatory
₹7,000
Principal Secretary, BTC, Kokrajhar
₹4.7 L
Yes
12 Mar 2021
1 Feb 2021
6 Feb 2021
1 Feb 2021
6 Feb 2021
1 Feb 2021
1 Feb 2021 - 6 Feb 2021
Amount
Road Works: 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
(A) 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
3) WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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
(A) Interlocking pavement block (i) Providing and laying interlocking concrete block pavement (M30) having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
Reinforced cement concrete M15 grade kilometre 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 Kilometre Stone (Precast)
Reinforced cement concrete M15 grade kilometre 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 iii) 200 m Stone (Precast)
(A) Retro-Reflectorised Traffic Signs 2. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board 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 approved drawing Clause 1701. v. 60 cm x 45 cm rectangular
(B) Semi Reflective Traffic Signs I. Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ii. 60 cm equilateral triangle
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m 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.
CD Works: 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
Fillling 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 & 1203 B. With natural Gravel III. P.C.C Grade M20 Nominal mix (1:2:4)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With natural Gravel IV. R.C.C Grade M20
Supplying, fitting and placing HYSD reinforcement bar in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B. With Natural Gravel IV. RCC Grade M 25 i) For height upto 5 m
Supplying, fitting and placing TMT (Fe-415) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I. Granular material
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A. With crushed stone
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
Drainage spouts complete as per drawing and technical specifications Clause 1209
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 iii. Cement concrete grade M 10
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
Dharamsing Narzary
THUNGRI KHAKLARY
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