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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.5 LAccepted-AOC | ₹28.5 L | L1 | Accepted-AOC Bid Value is Below to L2 and L3 |
| 2 | L2₹34.4 L+₹5.9 L (20.7%)Rejected-Finance | ₹34.4 L+₹5.9 L (20.7%) | L2 | Rejected-Finance Bid rate is above |
| 3 | L3₹35.7 L+₹7.2 L (25.3%)Rejected-Finance | ₹35.7 L+₹7.2 L (25.3%) | L3 | Rejected-Finance Bid rate is above |
| 4 | Rejected-Technical | - | - | Rejected-Technical document not summited |
| 5 | Rejected-Technical | - | - | Rejected-Technical document not summited |
Tender Value
₹45.0 L
EMD Value
₹1.4 L
Closing Date
11 Apr 2023, 4:00 pmClosed
municipal commissioner nagar nigam kashipur
municipal commissioner nagar nigam kashipur
ward no 34 havels galaxy to gyanyarthi media school to nirmal verma to devank Thakur, Agrawal to Mahesh chand Sharma home cc road and multani bhawan to Vidhya niwas home cc road and drain and damage drain repair and puliya work
2023_NNKPR_56821_1
2005/mukhya karyalaya/2022-23 dated 27.03.2023
Open Tender
Civil Works
Item Rate
90 days
nagar nigam kashipur
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,130
Municipal Commissioner Nagar Nigam
₹1.4 L
municipal commissioner nagar nigam kashipur
6 Jul 2023
28 Mar 2023
12 Apr 2023
28 Mar 2023
11 Apr 2023
28 Mar 2023
5 Apr 2023
Amount
Site cleaning/cleaning nala/nali & Dismantling old structure/disposal malwa including all type of labour material t&p etc complete.
Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar. (SOR NO. 2-6-B)
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (SOR 2-5-1-B)
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (SOR 4-11-2)
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Mechanical Means (SOR NO. 4-8-3-A
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 SOR NO. 2 2)MISCELLANEOUS )
Brick masonry work in cement mortar in foundation complete excluding pointing andnplastering as per drawing and technical specifications Clauses 600, 1202 & 1203 , Brick masonry in 1:4 cement mortar. (SOR NO. 11-5-2)
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. (SOR NO. 12-3)
Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501( SOR NO. 6-4)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, P.C.C. grade M 20 Nominal mix (1:2:4) .( SOR NO. 11-4-3-1)
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (SOR NO. 12-7)
S/Fixing of Granite Stone with latter writing including all cost of complete.
AJAY KUMAR SHARMA CONTRACTOR
MOHD. HANIF CHAUDHRY
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