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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹37.2 LAccepted-AOC | H1 | Accepted-AOC Lowest rate quoted | |
| 2 | H2₹38.6 L+₹1.4 L (3.79%)Rejected-AOC | H2 | Rejected-AOC Est Highest Amount Quoted |
Tender Value
Refer Docs
EMD Value
₹44,700
Closing Date
11 Dec 2023, 5:00 pmClosed
EXECUTIVE OFFICER
Town Panchayat pudhurS
Repair and Manitenance and Painting , construction Of compound wall for OHTs at Lalakudiyiruppu , Thavanai ,South kathiravan colony , Mundruvaikkal, Mundru vaikkal sekkadi, Mottai , Melapudur pump Room in Pudur(s) Town Panchayat
2023_DTP_397063_1
126-2023
Open Tender
Civil Works
Works
180 days
Town Panchayat pudhurS
Class II
4 documents required · 4 mandatory
₹0
₹44,700
Town Panchayat pudhurS
5 Jul 2024
7 Dec 2023
12 Dec 2023
7 Dec 2023
11 Dec 2023
7 Dec 2023
8 Dec 2023
Amount
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
Plain Cement Concrete 1:4:8 Mix (one cement, Four Sand and eight aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc. complete. Complying with std. specifications.. TNDSS NO: 24
Plain Cement Concrete 1:3:6 Mix (one part cement, three part M- Sand and six part of aggrigate) using 40% of 40mm size and 60% of 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Supplying and erecting steel centering for sides and soffits including supports and strutting upto 3.29 m height for plain surface as RCC slabs, rectangular tee (or) elbeams, lintel, bed block stair case waist slab, landing slab, etc., complete as per standard specification - 10m2 as per TNDSS & Morth specification No:30 & 36
PCC Work
RCC Work
Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part M-Sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications. TNDSS NO: 30 V, VI (S3), VII-3.
Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3.
Special ceiling Plastering in Cement Mortor 1:3 Mix (one Cement, Three M-Sand ) 10mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete . complying with std. specifications-10 m2.
Collection supply and filling of well gravel filling approved quarry including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete.
Brick Work in Cement Mortor 1:5 Mix (one cement, five sand ) using new best country Bricks of size 8 ¾” x 4 ¼” x 2 ¾” from approved quarry including cost and conveyance of all materials to site. loading and unloading charges and labour charges for mixing, laying and curing etc. complete. complying with std. specifications.
Plastering in Cement Mortor 1:5 Mix (one cement, five sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications
Painting two coats with ready mixed Plastic Emulsion Paint S.I.358 Plastic emulison paint of'approved quality and colour over a priming coat, including thorough scraping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required including cost and conveyance of all materials etc.and all lobour charges etc.complete as per Standard specification and as directed by the departmental officers.
Supplying and fixing of M.S grill of approved design for doors, windows and ventilators using necessary mild steel flats for inner and outer memebers which should be fixed to window frames inclusive of priming coat of best approved quality red oxide primer etc., complete complying with standard specifications.
Painting Two Coats on new Iron works with best synthetic enamel paint of approved colour and quality – 10m2.
Providing two legged scaffolding using 15cm dia blue-gum posts of 4.0m overall length (3M HT + 0.5M projection + 0.5m into ground) the distance between two rows being 1.25m and the spacing of postsbeling 2.0m and the spacing of postsbeling 2.0m in both the rows with two horizontal posts with 0.5m overlap on either sideand braces at 2m c/cincluding longitudinal and transverse middle braces to step up and providing aplatform with country woodplanksof 40mm tk & 1.0m width in a complete form using colr and nalls - 1.0m run -- FOR REJUVENATION WORKS
Lalakudiyiruppu 2 Lakh litre OHT (0 to13m stage )
Keasavapuram 1.00 Lakh litre OHT (0 to13m stage )
Iraviyatharamapuram, Thavanai, South kathiravan colony,Mundruvaikal Sekkadi & Mottai 60000 litre OHT (0 to 10.50m stage )
Mundruvaikal 10000 litre OHT (0 to 8m stage )
Construction of RCC spiral staircase in RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS of 1.80 m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done.
MAYAKARPAGAINDUMATHY
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