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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1Accepted-AOC | 1 | Accepted-AOC Lowest Rate Quoted Tender Accepted | |
| 2 | Rejected-Technical | - | Rejected-Technical Technicaly Not qualified | |
| 3 | Rejected-Technical | - | Rejected-Technical Technicaly Not qualified | |
| 4 | Rejected-Technical | - | Rejected-Technical Technicaly Not qualified |
Tender Value
₹78 L
EMD Value
₹78,000
Closing Date
28 May 2025, 3:00 pmClosed
Executive Officer Peranamallur Town Panchayat
46/36, Kalathu Mettu street, Peranamallur
Providing BT Surface Road and Construction of Culvert at South Kadapanthangal Salai 1200m in Peranamallur Town Panchayat
2025_DTP_560571_1
240/2025
Open Tender
Civil Works - Roads
Works
90 days
Peranamallur
First Class
3 documents required · 3 mandatory
₹0
₹78,000
Yes
Town Panchayat Officer Peranamallur
2 Jul 2025
22 May 2025
28 May 2025
22 May 2025
28 May 2025
22 May 2025
26 May 2025
Amount
Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per standard specifications and as directed by departmental Engineers. clause 406 of MORTH
Providing and laying priming coat 7KG /10 Sq.m over WMM surface using of SSI Emulation Bitumen for 10 Sq.m and cost Emulation Bitumen which will be supplied and procured by the contractor himself at his own cast as per special condition appended inculding ;abour charges for preparing the surface for laying the tack coat and for applying the required quantity of butimenous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete. MOTHER Specification 111,112,501,503,and 900.
Provoding and laying Tack coat 2.50 Kg /10 Sq.m over Wet Mix Mecadam surface using of RSI Emulatin Bitumen for 10 Sq.m and cost of Emulation Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity fof bitumenous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MOTHER specifications 111,112,501, and 900.
Providing and laying 50 mm Consolidated thick Dense Bitumeous Mecadam using 0/24 cum of 26.50-13.20 mm Graded metal and 0.25 cum of 13.20-2.36mm Grade metal and 0.23 cum of 2.36 mm& below with 53.20Kg of 60/70 Grade Bulk bitumen for premixing per 10 Sqm inculding cost and conveyance of all materials toCMP site , heating the bitumens and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity , Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by vibratory/ pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and metal to feeder unit labour for attending to paver site etc., including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler tipper, trucks,paver Finisher/9M,Vibrator rollers and all other tools and plants required ,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MOTHER Rev-5
Providing and laying Bitumens Concrete 30mm Consolidated thick using 0.13 cum of 19.00 -9.50mm,0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 mm & below with 50.30kgs of 60/70 Grade Bulk bitumens cost and conveyance of all materials to CMP site, heating the bitumens costand aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity , conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with machanical pavers tio the specified grades and cross section and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumens into bitumens tank and matal to feeder unit , labour for attending to paver site etc., including hire charghes and fuel charges for 20-30 ton CMP with bitumen boiles tipper trucks, paver finisher/9M, Vibrator toller and all other tools and plants required, including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
Providing and laying well Gravel to the specified thick including cost and conveyanc of well gravel from approved quarry and stocking the same at road side to Department guage for premeasurement as directed by the Departmental Officers including labours charges for spreading in layers not exceeding 75 mm thick (or) as Specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights ect., complete as per standard specification as per clause 301&305 of MORTH
Road marking with Hot applied thermo plastic compound with reflectorising Glass Beads in Bituminious surface providing and laying of Hot Applied thermoplastic compund 2.5 gms per thick including reg;ectorising glass beads @ 250 gms per sqm area thickness of2.5 mm exclusive of surface applied glass brads as per IRC :35 The Finished surface to be level uniform and free from streaks and holes including all charges etc., complete.
Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton , hard red earth shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying spreading, leveling, sectioning breaking clods etc., including all incidental charges etc.,complete as per standard specification. for foundations SS 20B TNDSS NO.23&24 V,VI(s2)VI9
Plain Cement concrete 1:4:8 (one part of cement four part of M sand eight part of aggregate)using 40mm gauge hard broken granite jelly for foundtion including cost and conveyance of all materials including labour charges for mixing laying curing watering etc.,
Supplying & Erecting for sides & soffits including necessary supports & strutting upto 3.29 m height for plane surface in all floors with all cross bracing using mild steel sheets of size 90 x 60 cm & 10 gauge stiffened welded with steel angle of size 25 x 25 x 3 mm for boarding laid over silver oak joists ( country wood) if size 10 x 6.5 mm for spaced @ about 90 cm c/c and supported by casurina props of 10-13cm dia. spaced @75cm c/c etc., complete complying with standard specifications and as directed by the department officer. Rate for 10 M2 . for the following items. (RCC floor slab, roof slab, Rectangular / square , Tee / Ell brams , lintels, staircase waist slabs, landing slabs, landing beam portico bram etc., )SS 86A V, VI VII (s6) 7,3.
Plain cement concrete 1:2:4 (one cement Two sand for course aggregate ) using 20mm HBG metal from approved quarry. Including cost and conveyance of all materials and labour charges etc., complete as per stamdard specification.
Supply and fabrication of steel including cost and conveyance and loading unloading charges etc., complete as per standard specification.
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 325 Kg / cum and maximum water cement ratio 0.55 including admixture (plasticiser / super plasticiser ) in recommended proportions as per IS 9103 to accelerte , related setting of concrete , improve workability without imparing stength and durability with about (5.0cum), 7730 KG 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 Crushed stone sand (M-sand), but excluding cost of reinforcement grill and fabrication charges centering and shuttering but including laying , vibrating with machanical 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-
Plastering with cement mortar 1:4 (one part of cement and four part of M. Sand 20mm thick in all floors including cost and cinveyance of all materials to site and labour charges etc, complete complying with standard specifications(S.I.309P
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