Municipal Administration And Water Supply Department Tender

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Municipal Administration And Water Supply Department - MAWS Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date21 Feb 2025
Closing Date7 Mar 2025
Tender Amount₹ 8,30,00,000 
Notes
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AI Insights

Class Of Bidder
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Class I contractor and above.
Bid Capacity
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The bid capacity required can be calculated using the following formulas based on the value put to tender: 1. Minimum financial turnover: 0.5 * Value put to tender (or 100% of the value put to tender in any one of the preceding three years) 2. Working capital: 0.15 * Value put to tender 3. Completed work value: 0.5 * Value put to tender Additionally, the bid capacity requirements include: - Financial Capacity: 100% of the tender value as annual turnover in any of the last three years. - Working Capital: 15% of the tender value. - Technical Capacity: Ability to complete at least 50% of the tender value in a single project in the last three years, along with specified equipment and execution quantities. However, the initial formula provided, Available bid capacity = (A x N x 1.5 – B), does not have specified values for A, B, and N. Given the information, the bid capacity required can be summarized with the provided formulas and requirements.
Technical Capacity
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The required prior work experience for the bidder includes having executed projects with specific quantities, including earth work excavation, RCC/PCC, steel fabrication, and shuttering, in any one of the years, all projects combined during the last 5 years. The quantities are: 1. Earth work excavation: 984.00 m3 2. RCC / PCC: 1452.00 m3 3. Steel fabrication: 175080.41 Kg 4. Shuttering: 7530.00 m2 Additionally, the bidder should have prior work experience of not less than 50% of the value put to tender under a "single agreement" in any one of the preceding three years for government department/board/government undertaking. The bidder should have satisfactorily completed Building work(s) of not less than 50% of the value put to tender under a “single agreement” in any one of the preceding three years for Government Department/Board/Government Undertaking. The value and percentage of similar works completed is 50% of the value put to tender. The amount is not explicitly mentioned, but it is required to be at least 50% of the value put to tender in any one of the preceding three years. The annual minimum financial turnover required is not less than 100% of the value put to tender in any one of the proceeding three years.

Costs

Description

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BOQ Items

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DO_NOT_SHOW

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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 wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete

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Footings

105

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Grade Beam

879

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Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification.

35973

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Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.

14908

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Supplying and filling in foundation and basement with Crushed Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.

147

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Plain Cement concrete 1:4:8 (one cement, four sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation and laid in layers of not more than 15cm thick and compacted,etc., complete complying with standard specfication.

147

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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.

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Plinth Beam

7288

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coloumn

191

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cicular coloumn

51

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Providing and laying in position Standardised Concrete Mix M-25 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 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 requirements of IS standards.

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compound wall

1305

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Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors as per standard specification.

175080.41

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Brick work in CM 1:5 (one cement & five sand) using flyash bricks of size 230x110x70mm including finishing, curing,etc., complete complying with standard specification

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Additional Plinth beam and coloumn for filling

316

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Brick work in CM 1:5 (one cement & five sand) using II nd class ground moulded bricks of size 9"X43/8"X 23/4" standard specification including finishing, curing,etc., complete complying with standard specification

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Compound Wall

117

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Plastering with cement mortar 1:5 (One cement and five sand) 12mm thick in all floors including cost and conveyance of all materials to site etc,complete as per standard specifications

6771.12

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Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 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)

618

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Painting two coats of newly plastered wall surface with ready mixed Cement paint of first quality and of approved colour over a priming coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification.

1277

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Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification.

37079

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Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete, in all floors.

1236

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Providing Through Vertical Joint with 12mm space filled with bitumenous compound running from bottom of foundation upto the top of parapet wall as directed- 10 m2

21.96

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Add GST 18%

1

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