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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.6 LAccepted-AOC 42 A METTU STREET MUTHIRAPALAYAM PUDUCHERRY 605009 | PUDUCHERRY | PUDUCHERRY | PUDUCHERRY | 605009 | ₹38.6 L | L1 | Accepted-AOC work order issued |
| 2 | Not Admitted-Fee/PreQual/Technical NO 7 MIDDLE STREET KURUMBAPET PUDUCHERRY 605 009 | PONDICHERRY | PUDUCHERRY | 605009 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical MURUGAN KOIL STREET SEER SELVA MURUGAN NAGAR SELLIPET PUDUCHERRY | PONDICHERRY | PUDUCHERRY | 605001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹32.8 L
EMD Value
₹65,612
Closing Date
2 Sept 2024, 3:30 pmClosed
The Commissioner, MCP, Thirubuvanai
Mannadipet Commune Panchayat,Thirubuvanai
Forming and metalling to the internal streets of Jayaram nagar, Jayaram nagar extension, layout behind new OHT and Murugankoil street layout at Thiruvandarkoil.
2024_DLA_16361_1
MCP/e-tenders/022/2024-25
Open Tender
Civil Works - Roads
Item Rate
120 days
Thiruvandarkoil
Refer tender document
2 documents required · 2 mandatory
₹525
₹65,612
30 Dec 2024
21 Aug 2024
2 Sept 2024
21 Aug 2024
2 Sept 2024
21 Aug 2024
Amount
Code No.2.10.1.1: Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m - all kinds of soil - pipes,cables etc , not exceeding 80mm dia
Code No.2.10.1.2: Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting but the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m - all kinds of soil - pipes,cables etc , exceeding 80mm dia but not exceeding 300 mm dia
Code No.2.27C.1: Supplying and filling with gravel (excluding rock) in layers not exceeding 20 cm in depth,breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift(payment will be made based on level measurement).
Code No.2.27D.1: Supplying and filling with gravel (excluding rock) in layers not exceeding 20cm in depth , breaking clods, watering , rolling each layer with 1/2 tonne roller , or wooden or steel rammers , including all leads and lift etc., complete for making play fields , running trees and court yards
Code No.5.12: Providing , hoisting and fixing upto floorfive level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Code No.7.6D.MO: Steel reinforcement for R.C.C. worksincluding bending, binding and placing in position - Thermo Mechanical Treated Bars (ISI brand approved make) Fe - 415 or more
Code No.31.161.1D: Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.60 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends, tees, threaded pieces,couplers, reducer, endcaps etc.,complete all as per IS and CPWD specification. - 75mm dia.
Code No.31.161.1E: Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.60 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends, tees, threaded pieces, couplers, reducer, endcaps etc.,complete all as per IS and CPWD specification. - 90mm dia.
Code No.31.161.1F: Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.60 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends, tees, threaded pieces, couplers, reducer, endcaps etc.,complete all as per IS and CPWD specification. - 110mm dia.
Code No.31.168.1M: Providing and fixing in position UPVC moulded elbow (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -110mm dia
Code No.31.164.1K: Providing and fixing in position UPVC moulded equal Tee (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -90mm dia
Code No.31.165.1E: Providing and fixing in position UPVC moulded unequal Tee (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 90 x 75mm dia
Code No.31.165.1H: Providing and fixing in position UPVC moulded unequal Tee (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110 x 90mm dia
Code No.31.160.1A: Providing, laying and jointing UPVC pipes(Finolex /Jain / Supreme / Truebore / Nandi) (1 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends, tees, threaded pieces, couplers, reducer, endcaps etc.,complete all as per IS and CPWD specification. - 20mm dia.
Code No.31.173.1B: Providing and fixing in position UPVC moulded saddle set (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 75 x 20mm dia.
Code No.31.5.1B: Making connection of uPVC distribution branch with Upvc main of following sizes by providing and fixing tee including cutting the pipe etc.,compete.-110 mm dia to 160 mm dia nominal bore.
Code No.31.48.4A: Providing and fixing C.I. sluice valve (PN1.6) (with handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 80 mm dia.
Code No.31.48.4B: Providing and fixing C.I. sluice valve (PN1.6) (with handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 100 mm dia.
Code No.3.11: Removal of unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding replacement by suitable soil which shall be paid separately as per Clause 305.
Code No.4.91B: 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 three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)
Code No.2.5.1B: Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by manual means - Granular courses
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