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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | R PARAMANANDHAN L1 |
|---|---|---|---|---|
| 1.01 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 | 1,005 | M3 | 1,545 ₹15,52,725 Lowest |
| 2.01 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 804 | M3 | 2,038 ₹16,38,552 Lowest |
| 3.01 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications | 6,699 | M2 | 80 ₹5,35,920 Lowest |
| 4.01 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 6,699 | M2 | 18 ₹1,20,582 Lowest |
| 5.01 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kg s of 60/70 bitumen for premixing per M P site heating the bitumen and agregates to required temperature and mixing them in temperature in central hot mix plant 20-30 tonnes capacity conveyaing the mix by tipper trucks to paver site spreading the mix in requred temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by 80-100 KN power roller to the required density etc., including labour charges for loading bitmen in to bitumen tank and metal to feeder unit labour for attending to paver site etc., including tire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher, power rollers and all other tools and plants required, incluidng all other incidendal charges etc., complete using C M P clause 505 of MORTH Specification | 335 | M3 | 10,724 ₹35,92,540 Lowest |
| 6.01 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19 - 9.50 mm graded metal and 0.17 cum of 9.5-2.36mm graded metal and 0.36cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen &5.03 k of plastic waste from grabage collected at free of cost (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 - 30 tonnes capacity conveyancing the mix in required temperature for uniform thickness of 40 mm with mechanical paver to the specificied grades and cross sections and compaction by 80 - 100 KN power roller to the required density etc., including labour charges for loading bitmen in to bitumen tank and metal to feeder unit labour for attending to paver site etc., including tire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher, power rollers and all other tools and plants required, incluidng all other incidendal charges etc., complete using C M P clause 507 of MORTH Specification | 201 | M3 | 11,040 ₹22,19,040 Lowest |
| 7.01 | Providing and laying hot applied thermoplastic compound 2.5 mm thick including reflectrising glass beads @ 250 gms per sqm area, thickness of 2.5 mm exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free from streaks and holes. | 292 | M2 | 900 ₹2,62,800 Lowest |
| 8.01 | Supply and Fixing of Retro Reflective Single Arrow road name sign board of size 1000mm x 500mm made out of retro reflective sheeting confirming to Type XI standards oo ASTMD 4596-09 & as per IRC 67-2012 specifications fully covered over 2mm thick aluminium and back support frame SS angle of 15mm x 20mm x1.2mm,supported by 38mmOD stainless steel pipe all round in 304 grade and 2 nos of vertical posts of 75mm OD stailess steel pipe of 202 grade firmly fixed to the ground by means of properly desighed foundation of size 300mm x 300mm x 450mm with M-15 grade Cement Concrete and the item shall include earthwork excavation,cost of all materials, loading unloading, lead, lift, transportation etc., complete.The sighn board backround shall be blue in colour with letters and border in white. 10 Years pre- qualification warranty as per clause 6.9 of IRC 67-2012 for Type XI retro reflecting sheeting manufacturer & a certified copy of test reports from an indipendent test labouratory confirming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposurereport for the retro reflective sheeting offered shallbe submitted by the contractor for technical qualification in the tender | 15 | No | 18,500 ₹2,77,500 Lowest |
| 9.01 | Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION | 141 | Cum | 185 ₹26,085 Lowest |
| 10.01 | Plain Cement Concrete 1:4:8 (One cement, four sand and eight jelly) using 40mm HBG metal for basement and flooring layers including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification. | 127 | Cum | 5,020 ₹6,37,540 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
23 Dec 2022, 3:00 pmClosed
The Commissioner
Municipal Office, Chinnamanur, Theni Dist
KNMT 2022-23_Formation pf BT Surface Road ,Construction of SWD and Culvert at Pallikottaipatti Middle Street, Gandhi Nagar Colony 3rd Street -Ext -1 st Cross, Gandhi Nagar Colony 3rd Street - 3rd Cross, Gandhi Nagar Colony Chinnamanur Mpty
2022_MAWS_271164_1
8879-2/2022/T1
Open Tender
Civil Works - Roads
Works
180 days
Municipal Office, Chinnamanur, Theni Dist
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.9 L
Municipal Office, Chinnamanur, Theni Dist
28 Dec 2022
9 Dec 2022
23 Dec 2022
9 Dec 2022
23 Dec 2022
16 Dec 2022
16 Dec 2022
Amount
Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications
Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications
Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kg s of 60/70 bitumen for premixing per M P site heating the bitumen and agregates to required temperature and mixing them in temperature in central hot mix plant 20-30 tonnes capacity conveyaing the mix by tipper trucks to paver site spreading the mix in requred temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by 80-100 KN power roller to the required density etc., including labour charges for loading bitmen in to bitumen tank and metal to feeder unit labour for attending to paver site etc., including tire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher, power rollers and all other tools and plants required, incluidng all other incidendal charges etc., complete using C M P clause 505 of MORTH Specification
Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19 - 9.50 mm graded metal and 0.17 cum of 9.5-2.36mm graded metal and 0.36cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen &5.03 k of plastic waste from grabage collected at free of cost (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 - 30 tonnes capacity conveyancing the mix in required temperature for uniform thickness of 40 mm with mechanical paver to the specificied grades and cross sections and compaction by 80 - 100 KN power roller to the required density etc., including labour charges for loading bitmen in to bitumen tank and metal to feeder unit labour for attending to paver site etc., including tire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher, power rollers and all other tools and plants required, incluidng all other incidendal charges etc., complete using C M P clause 507 of MORTH Specification
Providing and laying hot applied thermoplastic compound 2.5 mm thick including reflectrising glass beads @ 250 gms per sqm area, thickness of 2.5 mm exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free from streaks and holes.
Supply and Fixing of Retro Reflective Single Arrow road name sign board of size 1000mm x 500mm made out of retro reflective sheeting confirming to Type XI standards oo ASTMD 4596-09 & as per IRC 67-2012 specifications fully covered over 2mm thick aluminium and back support frame SS angle of 15mm x 20mm x1.2mm,supported by 38mmOD stainless steel pipe all round in 304 grade and 2 nos of vertical posts of 75mm OD stailess steel pipe of 202 grade firmly fixed to the ground by means of properly desighed foundation of size 300mm x 300mm x 450mm with M-15 grade Cement Concrete and the item shall include earthwork excavation,cost of all materials, loading unloading, lead, lift, transportation etc., complete.The sighn board backround shall be blue in colour with letters and border in white. 10 Years pre- qualification warranty as per clause 6.9 of IRC 67-2012 for Type XI retro reflecting sheeting manufacturer & a certified copy of test reports from an indipendent test labouratory confirming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposurereport for the retro reflective sheeting offered shallbe submitted by the contractor for technical qualification in the tender
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION
Plain Cement Concrete 1:4:8 (One cement, four sand and eight jelly) using 40mm HBG metal for basement and flooring layers including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification.
Supplying and erecting steel centering including necessary supports for plane surfaces in foundation and basement for reinforced cement concrete works such as column footings, plinth beam, grade beam, stair case steps, bed blocks etc. which require only normal strutting using M.S. sheets of size 90cm x60cm BG 10 gauge of stiffened with mild steel angles of size 25mm x 25mm x 3mm for boarding laid over silver oak joists of size 10 x 6.50cm spaced at about 90 cm centre to centre and supported by the casurina props of 10cm to 13cm dia spaced at 75cm centre to centre at suitable intervals etc. complying with standard specification. (The payment for centering shall be made only after the concrete is laid. The retrieved materials should be taken back by the contractor) (TNBP No: 30, 44H)
Vibrated Reinforced Cement Concrete M-20 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BOX CULVERT BASE SLAB AND WALL
Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete. as per Section 2706 of MORT&H Specficaton (Fifth Revision-2013)
Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Filling behind Abutments and return wall with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
Earth work exvacation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and baling out wherever necessary and refilling the sides of foundation with excavated earth in layer of not more than 15cm thick well rammed and consalidated and deposing the surplus earth in all places shown by the departmental officers with an initial load and lift etc., as per stanadard specification
Supplying and erecting steel centering including necessary supports for plane surfaces in foundation and basement for reinforced cement concrete works such as column footings, plinth beam, grade beam, stair case steps, bed blocks etc. which require only normal strutting using M.S. sheets of size 90cm x60cm BG 10 gauge of stiffened with mild steel angles of size 25mm x 25mm x 3mm for boarding laid over silver oak joists of size 10 x 6.50cm spaced at about 90 cm centre to centre and supported by the casurina props of 10cm to 13cm dia spaced at 75cm centre to centre at suitable intervals etc. complying with standard specification. (The payment for centering shall be made only after the concrete is laid. The retrieved materials should be taken back by the contractor) (TNBP No: 30, 44H)
plastring with CM 1:4, 20 mm thick including cast and conveyancyance of all materials to side and all other labour charges including etc. , as per standard specification
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