Municipal Administration And Water Supply Department Tender

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Municipal Administration And Water Supply Department - MAWS Tender

Eprocure
Opening Date29 Oct 2019
Closing Date11 Nov 2019
Tender Amount₹ 1,56,00,000 
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Costs

Summary

Providing And Laying Of Drain And Cement Concrete Road At Anthony Colony And Providing And Laying Of Bt Road At C.k.srinivasan Street, P.r. Sundaram Street, And Soodamani Road Ward No.23 29 30

Description

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Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38

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a) For Side wall & For Deck slab

3458

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Plain cement concrete 1:2:4 mix (One cement, two sand and four aggregate ) using 20mm HBG metal from approved quarry,including cost and conveyance of all materials and labour charges ( excluding cost of centering charges ) for laying,finishing and curing etc, complete as per the standard specifications.

676

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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) - Upto Basement

7

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Supplying and fabrication placing in postion of RTS Steel Rods forrequired size and length as directed by the departmental officers design including bending cutting tying and cost of binding wire cost and approvedconveyance of all materials to site etc., complete as per standardspecification

700

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Plastering with cement mortar (1:5) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309).

1140

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Wet Mix Macadam (Table 400-13) :Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of 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 achieve the desired density, as per clause 111,112, 406 & 900 of MORTH Vth Revision etc.,complete.

25

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Prime coat :Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/Square Metre using mechanical means as per clause 111,112, 501, 502 & 900 of MORTH Vth Revision - over WMM/ WBM

162

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per Square Metre on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 111,112, 501, 503 , 900of MOR TH Vth Revision - over granular surfaces treated with primer

162

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per Square Metre on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 111,112 501 & 503 , 900 of MORTH Vth Revision - over bituminous surfaces

9363

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Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

477

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Providing and laying Bituminous concrete to 40mm/30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 46.28 kgs of 60/70 bitumen & 4.02Kgs of free of cost Plastic waste (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 agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P specifications clause No. 111,112,507 & 900 of MORTH vth Revision complete in all respects - Grading II

286

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC : 35 the finished surface to be level, uniform and free from streaks and holes etc. complete as per MORT & H specification No.803

18

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Raising the existing Manhole to road surface with PCC 1:2:4 Mix using 20mm ISS HBG metal including cost of Former works for centering for inner and outer inculuding cost of Dismantling existing manhole raising, refining and curing charges etc., completed as per standard specifications

189

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Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification

22

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