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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹1.2 CrRejected-AOC | ₹1.2 Cr | L1 | Rejected-AOC Rejected |
| 3 | L1₹1.2 CrRejected-AOC | ₹1.2 Cr | L1 | Rejected-AOC Rejected |
| 4 | L1₹1.2 CrRejected-AOC | ₹1.2 Cr | L1 | Rejected-AOC Rejected |
| 5 | L1₹1.2 CrRejected-AOC | ₹1.2 Cr | L1 | Rejected-AOC Rejected |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
22 Dec 2022, 2:00 pmClosed
Chief Engineer, Roads, PWRD
O/o the Chief Engineer,(Roads)PWRD, Assam , Chandmari, Guwahati-781003
MMPPNA_22_23_71 Construction of Road from NH-37 to Kanutika including routine maintenance for 4 (four) years under Mukhya Mantrir Paki Path Nirman Achani for the year 2022-23, Bokakhat LAC (Ch-0.00 M to 1510.00 m)
2022_PWD_27897_71
CE/DEV/TB/235/2022-23/01
Open Tender
Civil Works
Item Rate
270 days
Bokakhat
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,680
₹2.7 L
Yes
Development Branch, O/o the CE (Roads)PWRD, Assam
26 Apr 2023
1 Dec 2022
23 Dec 2022
1 Dec 2022
22 Dec 2022
15 Dec 2022
1 Dec 2022 - 14 Dec 2022
14 Dec 2022
Amount
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause 301.5 (a) 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 compacting to meet requirement of tables 300.2 with a lead up to 1000m as per technical specification clause 303.1 (a) Private land
Granular Sub-Base with Coarse Graded Material (Table: 400.1) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (ii) For grading-II material
Providing laying, spreading & compacting stone aggtts. of specific sizes to WBM specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10T in stages to proper grade and camber applying and brooming, requisite type of screening/-binding materials to fill up the interstices of course aggtts. watering and compacting to required density grading 2 as per tech. specification clause 405. (A) By Manual means. Qty= As per Annexure-I
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 restraint
3NOS.SHPC 600 MM Dia, 1NO. SHPC 1000 MM Dia :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.
PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B)1000mm dia.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B) 600mm dia. Single opening
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
RCC guard post: Supplying,fitting and fixing RCC guard post size 15 cm dia,150cmlong,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied inposition with annealed black wire, cement concrete proportin 1:2:4with broken stone aggregate up to 20mm size including centering, mouldingthe top. curing,paintedblack and white alternatelyin 23cm strips upto 0.75m from the top having reflective band 2 nos.of desired shade etc. as per design and direction complete. (b) 15 cm dia with 4-12mmTor bar
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Trafic signs: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.(ii) 60 cm equilateral triangle
Trafic signs: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.(iv) 80 cmx 60 cm rectangular
Utility Shifting as per direction of EE in consultation with concerned Deppt.
Bijoy Kutum
UMANANDA THAKUR
Prodip Dey
BhaskarJyotiGogoi
Asikur Rahman
MANOJ THAKUR
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