Municipal Administration And Water Supply Department Tender

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Municipal Administration And Water Supply Department - MAWS Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date11 Feb 2025
Closing Date17 Feb 2025
Tender Amount₹ 3,90,00,000 
Notes
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Class Of Bidder
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Class I contractor
Bid Capacity
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The bid capacity required in the given tender can be calculated using the following formulas: 1. Minimum Financial Turnover Requirement: 100% of the tender value 2. Working Capital Requirement: 15% of the tender value 3. Similar Works Experience Requirement: 50% of the tender value However, to provide a specific value, the tender value is necessary. Assuming the tender value is 3,90,00,000, the bid capacity requirements would be: 1. Minimum Financial Turnover Requirement: 100% of 3,90,00,000 = 3,90,00,000 2. Working Capital Requirement: 15% of 3,90,00,000 = 58,50,000 3. Similar Works Experience Requirement: 50% of 3,90,00,000 = 1,95,00,000 Additionally, other requirements include: - Completing a minimum of one-third of the value of work by the end of 45 days: (1/3) * 3,90,00,000 = 1,30,00,000 - Completing the work in all respects by the end of the 3rd month. Please note that these calculations are based on the provided tender value of 3,90,00,000. If this value is not correct, the calculations would need to be adjusted accordingly.
Technical Capacity
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The required prior work experience for the bidder is that they should have completed similar work of not less than 50% of the value put to tender under a single agreement in any one of the preceding five years. The bidder should provide details of the work, including the type and nature of the work, location, name and designation of the employer, value of the work, agreement number, stipulated period of the contract, and date of commencement and completion of the work. The actual value of the work executed as per the final payment should also be mentioned. The percentage of similar works completed is 50% of the value put to tender. However, no specific amount is mentioned. The bidder should have satisfactorily completed similar works of value of not less than 50% of the value put to tender in a “single agreement” as a prime contractor in any one year of the preceding 5 years. Additionally, the bidder should have an annual minimum financial turnover of not less than 100% of the value put to tender in any one of the financial year in the preceding 5 years, and working capital sufficient to finance at least 15% of the value put to tender. The bidder should also have experience in the Road work/Bridge work field for at least the past five years. The bidder should have certain level of technical personnel under regular employment, including a B.E Civil (or) equivalent Degree holder with 5 years of experience, and Diploma holders in Civil Engineering with 2 years of experience.

Costs

Description

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BOQ Items

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Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of al lmaterials to CMP site ,heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix plant20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uni form thickness of 50mm with paver to the specifi degrades and cross sections and compacted by Vibratory /Pneumatic Rollert othere quired 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

367.5

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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 Bitumen and 5.03kg of plastic waste for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate of required temperature and mixing the min required temperature incentral hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/ 9m paverfinisher, Vibratory/ Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

221

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Providing and laying of hot applied themoplastic compound 2.5mm thick including reflectorsing glass beads for night vision at 250gram/sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as IRC 35.The finished to be level uniform and free from streaks and holes etc. complete as per MORT and H specification no. 803

197.5

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Part 2 - CC ROAD

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Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

4045

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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.

1145

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Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

1145

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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

749

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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

562

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Supplying , fabricating and placing in position of MS or RTS rods for cutting, bending, straightening of rods and tying the grills for reinforcementwith necessary binding wire including all cost and conveyance of materials to site with all labour cost ect.,complete as per standard specification.

24.51

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Providing and laying in position Standardised Concrete Mix M-30 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 400Kg/ cum and maximum water cement ratio of 0.45 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 Crushed Stone sand (M- 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 standards.

1532

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