Tender For Formation Of Bt Surface Road At Gokulam Colony Main 1St Street, Srisivasakthi Nagar-1St Street, Srisivasakthi Nagar-2Nd Street, Srisivasakthi Nagar-3Rd Street, Srisivasakthi Nagar-4Th Street, Srisivasakthi Nagar Chinnamanur M
Tender Value
1.20 Crore
Estimated cost
Bid Submission
23 Dec 2022
0 days left
EMD
1.20 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chinnamanur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Formation Of Bt Surface Road At Gokulam Colony Main 1St Street, Srisivasakthi Nagar-1St Street, Srisivasakthi Nagar-2Nd Street, Srisivasakthi Nagar-3Rd Street, Srisivasakthi Nagar-4Th Street, Srisivasakthi Nagar Chinnamanur Mplty
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | 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. |
| 3 | 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 |
| 4 | 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 |
| 5 | 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 by80-100 KN power roller to the required density etc., including labour charges for loading bitmen in to bitumen tank and metal to feeder unitlabour 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 |
| 6 | Providing and laying Bituminous concreteto 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 bitumenand 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 unitlabour 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 |
| 7 | 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. |
| 8 | 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 |
| 9 | Earth work exvacationfor 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 |
| 10 | Plain Cement Concrete 1:4:8 (One cement, four sand and eight jelly) using 40mm HBG metal for basement and flooringlayersincluding cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification. |
| 11 | 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 centreto centre atsuitableintervals etc. complyingwithstandardspecification. (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) |
| 12 | 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 chargesetc., complete as per standard specification |
| 13 | 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 |
| 14 | Supplying and fabricating and placing in position mild steel or ribbed steel for all reinforced concrete works as per the design given including cost of steel and binding wire and all other labour charges etc., complete as per standard specification. |
| 15 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) |
| 16 | Add GST 18% |
AI Tender Summary
Tender Timeline
Dec 09, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 23, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 23, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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