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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 LAccepted-AOC | L1 | Accepted-AOC Work Order Issued | |
| 2 | L1₹13.9 LRejected-AOC BAGHARBARI VIDYANAGAR 2 SHIVMANDIR PATH HOUSE NO 20 CITY TOWN NOONMATI DISTRICT KAMRUP METRO GUWAHATI P O PANJABARI P S PANJABARI PIN 781037 | KAMRUP METRO | ASSAM | 781037 | L1 | Rejected-AOC L2 |
Tender Value
₹15.4 L
EMD Value
₹30,880
Closing Date
9 Nov 2023, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Guwahati-3
O/O The CE, PWD(Roads), Assam, Chandmari, Ghy-3
Package No. Kamrup(M)/MMPNA/BUG/2 Repair and Rehabilitation of BUG Br. No. 1/1 on NH-27 to Pamohi Road at Ch. 235.00m for the year 2023-24. West Guwahati Territorial Road Division
2023_PWD_33321_35
CE/STBR/MMPNA/08/2022-23/1 Dated 28/09/2023
Open Tender
Civil Works – Roads
Item Rate
180 days
Pamohi
Please refer Tender documents.
5 documents required · 5 mandatory
₹300
₹30,880
Yes
7 Feb 2024
28 Oct 2023
10 Nov 2023
28 Oct 2023
9 Nov 2023
28 Oct 2023
Amount
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. I By Manual Means (a) Bituminous Courses
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. WBM Grading 3 Using stone screening Type- 13.2 mm for Gr.3
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)
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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 900mm equilateral triangle
Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
Bituminous wearing course: Providing & laying Bituminous wearing course comprising of tack coat with bituminous emulsion CSS-1h as per AOWD SOR item no. 502 & MOSRT&H specification nos. 515 & 2702 and laying of two layers of 25mm thick Asphalt concrete including of close Graded Premix Surfacing (CGPS) material with Type A aggregate as per APWD SOR item no. 5.11 MOSRT&H specification no. 512 including all lead and lift as directed.
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I Stone/Boulder
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller sizetowards 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 complete as per drawing and technical specification Clause 1204.3.
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Ms. K.A. Enterprise
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