Municipal Administration And Water Supply Department Tender

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

a) For Side wall & For Deck slab

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.

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).

Picking the existing BT surface upto 50mm thick as directed by the Departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excludung cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc.,complete as per standard specifications as per clause 111,112,202, 900 & 305.4.3 of MORTH - Vth Revision etc.,complete.

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.

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

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

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

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

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

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