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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-AOC MOHANPUR HOUSE NO 0 CITY TOWN HAILAKANDI P O MOHANPUR P S ALGAPUR DIST HAILAKANDI PIN 788150 | HAILAKANDI | ASSAM | 788150 | ₹18.8 L | L1 | Accepted-AOC L1 |
| 2 | L1₹18.8 LRejected-AOC | ₹18.8 L | L1 | Rejected-AOC L1 |
| 3 | L1₹18.8 LRejected-AOC | ₹18.8 L | L1 | Rejected-AOC L1 |
| 4 | L1₹18.8 LRejected-AOC | ₹18.8 L | L1 | Rejected-AOC L1 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹20.9 L
EMD Value
₹41,800
Closing Date
27 Dec 2024, 2:00 pmClosed
EE, PWRD, Hailakandi DTRD
O/o the EE, PWRD, Hailakandi DTRD, Hailakandi
EE(HKD)/SOPD-G/2024-25/22 Construction of Road from RCC Bridge No. 1/1 at Syedbond Pt-III to Sangkurirpar under SOPD-G for the year 2024-25 under Hailakandi District Territorial Road Division.
2024_PWD_41491_6
HKD/TN/2023-24/01/3261
Open Tender
Civil Works
Item Rate
90 days
Hailakandi
Please refer Tender documents.
4 documents required · 4 mandatory
₹450
₹41,800
Yes
O/o the EE, PWRD, Hailakandi DTRD
26 Mar 2025
20 Dec 2024
30 Dec 2024
20 Dec 2024
27 Dec 2024
20 Dec 2024
20 Dec 2024
Amount
Excavation for Structures 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.
Supply of Geo-textile bags of type-A (1.03X0.70M) made of Geo-textile non-woven fabric sheets of 400 GSM manufactured from 100% virgin Polypropylene (PP) fibre having thickness not less than 3.00 mm with minimum properties as (i) Tensile strength (CD) ≥ 24 KN/m (ii) Tensile strength (MD) ≥ 22 KN/m (ii) Mass ≥ 400.00 Gm/m ² (iii) CBR Puncture strength ≥ 4100 N/m2 (iv) Elongation @ break (Warp) ≥ 54% (v) Elongation @ break (Weft)≥ 52% (vi) Abrasion ≥ 70 % (vii) UV Resistance @ 500 hours ≥ 70% (viii) AOS ≤ 75 micron (ix) Permittivity ≥ 1.25, (x) Trapezoidal Tear Strength ≤ 520 N (xi) Permeability = 45Lt/m2/sec (xii) Seam strength = 80 % of geo textiles strength . Stitching of Bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge @ minimum 15 stitches per 100 mm. (Bags are to be supplied of 100 numbers or part in a bundle, properly packed with name of Manufacturer and Batch Number is to be marked on each bag with “WRD Govt. of ASSAM” to be printed on each bag and mentioning properly the GSM and type of Geo bag polymer. Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material)
Collection and supply of River silt by truck carriage free from debries and other foreign material payment of forest royalty if any, etc.(For initial Lead beyond 1/2 Km and upto 4.00 km for all lifts.)
Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon) i/c payment of taxes.
Carriage of Geo Bags of size 1.03 x 0.70 m including loading & unloading , Stacking cost of P.O.L. ,etc. complete and including hire charge of truck with driver and handyman completed as directed. (Distance to be calculated with respect to FOR Guwahati) Distance = 390Km (apprx.)
Carriage of Geo Bags of size 2.00 x 1.50 m including loading & unloading , Stacking cost of P.O.L. ,etc. complete and including hire charge of truck with driver and handyman completed as directed. (Distance to be calculated with respect to FOR Guwahati)
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
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. (ii) From Private Land
Gravel/Soil-Aggregregate surface course (table 400.3) Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
ABIDUR RAHMAN MAZUMDER (BID ID -253042)
DILWAR HUSSAIN CHOUDHURY (BID ID -253035)
RUHIT ENTERPRISE (BID ID -252604)
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