State Industries Promotion Corporation Of Tamil Nadu Limited Tender
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State Industries Promotion Corporation Of Tamil Nadu Limited - SIPCOT Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Mar 2025
Closing Date24 Mar 2025
Tender Amount₹ 7,56,00,000
AI Insights
Technical
Technical
Additional Eligibility
Class Of Bidder
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Class-I and above State level Civil Contractor
Bid Capacity
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The bid capacity required is at least equivalent to the value of the project, i.e., Rs.756.00 Lakhs, and can be computed using the formula: Assessed Available Bid Capacity: A X N X 2 – B ≥ Rs.756.00 Lakhs. Where ‘A’ is the maximum annual turnover in any one year of the immediate past five years, ‘N’ is the number of years prescribed for completion of the work for which tenders are called for (06 Months), and ‘B’ is the value of existing commitments and ongoing works to be completed during the contract period of the work for which tenders are called for.
Technical Capacity
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The required prior work experience for the bidder includes: - B.E. (Civil) with at least Five years’ experience - Site Engineers: (i) 1 No. – B.E. (Civil) with at least three years’ experience. (ii) 1 No. – Diploma Holders in Civil Engineering with at least three years’ experience. For the Project Engineer, the required experience is:
- 2 Nos. - B.E. (Civil) with at least Five years’ experience
- 1 No. – B.E. (Civil) with at least three years’ experience
- 1 No. – Diploma Holders in Civil Engineering with at least three years’ experience The bidder should have been in the Civil Engineering Construction field for at least the past five years. The experience in similar nature of work should also include the following minimum quantities of works in multiple agreements completed in any one year during the last five years:
1. Sub Grade/ Embankment - 2660 Cum
2. GSB - 1040 Cum
3. WMM - 1040 Cum
4. DBM - 388 Cum
5. BC - 136 Cum
6. PCC/ RCC - 545 Cum
7. Steel - 193 Qtl
8. Laying of Pipe line Works - 420 Rm The bidder should have satisfactorily completed one similar work, such as Road and Civil works, with a cost exceeding Rs.378.00 Lakhs under a single agreement. The value of this agreement should not be less than 50% of the value of the current work. The annual turnover of the Tenderer should not be less than Rs.1134.00 Lakhs in any one of the immediately preceding five years. No specific percentage of similar works completed is mentioned. However, the bidder needs to provide details of major projects, including the value of the project, agreement number, period of contract, and actual value of work done as per the final bill. A schedule of completion is provided, which includes the following percentages: - First Month: 10%
- Second Month: 20%
- Third Month: 40%
- Fourth Month: 60%
- Fifth Month: 80%
- Sixth Month: 100% The value of similar projects should be more than Rs. 378.00 Lakhs, and the bidder should have completed similar works with a value of at least Rs.378.00 Lakhs, which is 50% of the current work's value.
Costs
EMD
₹ 3,88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_SIPCT_530895_1Bid Award Id
ViewTender No
NIT.No.43/CD/T.No.43/2024-25Tender Authority
State Industries Promotion Corporation Of Tamil Nadu Limited ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Supplying and erecting form work for steel centering for sides and soffits including supports and strutting upto a height of 3.90m in all floors for RCC slabs, beams TEE or EL beams, lintels, stair case beams, side walls etc., with all cross bracings using mild steel BG 10 sheets of size 90 cm x 60 cm stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid over silver oak (country wood) joists of size 10cm x 6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10 cm to 13cm dia spaced at 75cm centre to centre etc.,complete complying with standard specification and as directed by SIPCOT Officers.
-
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For 150 mm dia. DI S/S Pipe
210
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Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods Fe 500 of all sizes of reinforcement for all Reinforced cement concrete works including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straighteing, cutting, fabricating, tying, lifting, placing in position, overlaping to the required length whereever necessary cover blocks and all other incidental charges etc.,complete complying with standard specification and as directed by SIPCOT Officers.
10
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Providing plain cement concrete 1:2:4 using 20 mm ISS HBG Metal including cost and conveyance of all materials at site and all labour charges for mixing, laying and curing etc.,complete complying with standard specification and as directed by SIPCOT Officers.
20
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Providing and laying in position , Reinforced cement concrete in CC MIX 1 : 11/2 : 3 in accordance with IS 456-2000 using 20 mm HGB ISS stone jelly and M.Sand for all RCC items, including cost of all required material at site, and all labour charges etc.,complete complying with standard specification and as directed by SIPCOT Officers.
1.2
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Earth work excavation for side drain work in all classes of soils such as hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. except hard rock requiring blasting as per SS 20-B (HGS SS.20.B.) and depositing the same to the road side as directed by Engineer in charge etc.,complete complying with standard specification and as directed by SIPCOT Officers.
130
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Plain Cement Concrete 1:4:8 (One cement, Four sand and eight aggregate) using 40mm size Hard broken granite stone jelly for foundation, flooring bed, dummy columns, mudmat below column footings, Grade beams etc. laid in layers not exceeding 15cm thick including cost and conveyance of all materials and labour to work site, mixing of concrete, laying, compacting, curing with all leads for soft potable water, hire and fuel charges for all tools and plants including all other incidental charges such as bailing out water for forming protective bunds, coffer dams and shoring, strutting etc.,complete complying with standard specification and as directed by SIPCOT Officers.
13
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Plain Cement Concrete 1:4:8 (One cement, Four sand and eight aggregate) using 40mm size Hard broken granite stone jelly for foundation, flooring bed, dummy columns, mudmat below column footings, Grade beams etc. laid in layers not exceeding 15cm thick including cost and conveyance of all materials and labour to work site, mixing of concrete, laying, compacting, curing with all leads for soft potable water, hire and fuel charges for all tools and plants including all other incidental charges such as bailing out water for forming protective bunds, coffer dams and shoring, strutting etc.,complete complying with standard specification and as directed by SIPCOT Officers.
240
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Plastering in cement mortar 1:4 - 20 mm thick using M.Sand including cost and conveyance of all required materials at site and all labour charges etc.,complete complying with standard specification and as directed by SIPCOT Officers.
50
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Supply, and delivery of the following DI - S/S - K7 Pipes with required gaskets as per IS 8329/2000 etc.,complete complying with standard specification and as directed by SIPCOT Officers.
-
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Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)
1
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Providing and laying of hot applied thermo plastic compound 2.5 mm thick including refletorising glass beads @ 250 gms per Sq.m. area, thickness of 2.50 mm 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 MORTH Specification No. 803 etc.,complete complying with standard specification and as directed by SIPCOT Officers.
225
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Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods Fe 500 of all sizes of reinforcement for all Reinforced cement concrete works including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straighteing, cutting, fabricating, tying, lifting, placing in position, overlaping to the required length whereever necessary cover blocks and all other incidental charges etc.,complete complying with standard specification and as directed by SIPCOT Officers.
79
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Providing and laying in position, Standardised Concrete Mix M-25 (design mix) 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 content of 325 kg/mᶾ and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing additional fixtures wherever necessary without claiming extra, 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 etc.,complete complying with standard specification and as directed by SIPCOT Officers.
190
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Providing and laying of Gravel filling including cost and coveyance of the same to work site from approved quarry including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading and compaction etc.,complete complying with standard specification and as directed by SIPCOT Officers. (For Paver area)
900
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Supplying and filling in foundation with stone dust in layers of not more than 10 cm thick well rammed watered and consolidated etc.,complete complying with standard specification and as directed by SIPCOT Officers.
240
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Road Work (Part-A)
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Plane Surfaces
115
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Providing and laying 120mm compacted thickness in two layers of 50mm thick & 70mm thick consolidated thick dense bituminous macadam using 0.24 cum of 26.50 -13.20 mm IRC size graded metal 0.25 cum of 13.20 - 2.36mm IRC graded metal and 0.23 cum of 2.36mm and below IRC size HBG metal with 53.20 kg of VG40 bitumen for premixing for 10 Sq.meter including cost and conveyance of all materials to CMP site including cost and conveyance of bitumen and other materilas to CMP site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hoti 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 50mm with mechanical paver to the specified grades and cross sections and compaction by vibratory Pneumatic Roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire,fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper ttrucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller, and al other tools & plants required including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH REV. V Specification etc.,complete complying with standard specification and as directed by SIPCOT Officers.
970
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Supplying and filling in foundation with stone dust in layers of not more than 10 cm thick well rammed watered and consolidated etc.,complete complying with standard specification and as directed by SIPCOT Officers.
10
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Supply and delivery of DI Pipes and Specials upto 150mm dia. Including cost and conveyance and delivery charges at site etc.,complete complying with standard specification and as directed by SIPCOT Officers.
400
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Providing and laying single coat of low viscosity liquid bituminous material using 2.50 Kg of liquid bituminous emulsion complying with ISS 8887 for 10 sqm. area over the WMM surface treated with primer as tack coat, including cost of Bituminuous binder, labour charges for preparing the surface to lay the bituminous binder for applying the required quantity of bituminous binder as tack coat by bituminous sprayer etc., Complete as per clause 503 of MORT & H specification and as directed by SIPCOT Officers.
7950
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Forming the Sub grade with carted earth having minimum CBR of 8% using carted earth with a minimum lead 20km from barrowed are outside the Industrial Park including conveyance, laying, watering and consolidation etc., Complete as directed by SIPCOT Officers as per MORTH Specification clause No.111, 112, 305, 900 etc.,complete complying with standard specification and as directed by SIPCOT Officers.
5200
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Providing Water Supply Arrangements - (Part - D)
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Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc.,complete complying with standard specification and as directed by SIPCOT Officers.
2600
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Providing and laying in position, Standardised Concrete Mix M-25 (design mix) 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 content of 325 kg/mᶾ and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing additional fixtures wherever necessary without claiming extra, 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 etc.,complete complying with standard specification and as directed by SIPCOT Officers.
830
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Supplying and laying of 63mm thick rubber moulded Hydralic pressed paver block interlocking over a stone dust cussion and pointed with nice M-sand with required design meeting their international standard size with Zig Zag design with higher loading capacity rate including cost and conveyance of all required materials at site and all labour charges for laying, compacting with paver vibrator etc.,complete complying with standard specification and as directed by SIPCOT Officers. (Including cost of stone dust)
2000
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Lowering of following size of DI pipes and specials in the trenches and laying to proper grade and alignment etc.,complete complying with standard specification and as directed by SIPCOT Officers.
-
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Providing and laying 40mm compacted thickness bituminous concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 kg of bitumen grade VG 30/VG40 confirming to IS 73 for pre mixing for 10 Sq. meter and using materials as per table 500 - 17 and staifying the physical requirement for material for course aggregates for BC as per table 500 - 16 of MORTH REV-V including cost and conveyance of all materials to CMP site , heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveyin the mix by tipper trucks to paver site spreading the mix in required temperature for uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 kn vibratory/Pneumatic road roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire, fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finaisher/9 m paver finisher /Vibratory/Pneumatic road roller , and all other tools and plants requried, including fuel and all other incidental charges etc., complete as per specification using CMPP as per clause 507 OF MORTH REV. etc.,complete complying with standard specification and as directed by SIPCOT Officers.
340
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Supply, delivery and laying of 120mm dia HDPE Pipes including cost and laying charges into trenches etc.,complete complying with standard specification and as directed by SIPCOT Officers.
500
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Providing plain Cement Concrete 1:4:8 (One cement, Four sand and eight aggregate) using 40mm size Hard broken granite stone jelly for foundation, including cost and conveyance of all materials and labour to work site, mixing of concrete, laying, compacting, curing with all leads and all other incidental charges such as bailing out water for forming protective bunds, coffer dams and shoring, strutting etc.,complete complying with standard specification and as directed by SIPCOT Officers.
2.5
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For 150 mm dia. D.I. DF Sluice valve
2
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For 150 mm dia D/F Pipes & Specials
6
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Earth work excavating and depositing on bank other than loose soil with an intial lead 10 metres and initial lift of 2 metres including refilling charges for pipe line laying works etc., complete for following sizes of pipes and as directed by SIPCOT Officers.
-
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Brick Work in Cement Mortar 1:5 using second class ground moulded chamber bricks of size 9" x 4 3/8" x 2 3/4 " including cost and conveyance of all materials at site and all labour charges eytc., complete.- Rate/2.83 M3 etc.,complete complying with standard specification and as directed by SIPCOT Officers.
8
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For 150 mm dia. DI S/S Pipe
1050
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Providing and fixing reflective Road studs of category 'B' Raised pavement markers made out of poly carbonate / ABS moulded body and reflective panels (bi-convex reflectors) with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No.RW / NH. 33023/10/97.DO.III dt. 11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm. The marker shall supplort a load of 13635 kg tested in accordance with ASTM D4280. Lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro - reflectory surface shall not be less than 13.0 sq.cm. The slope or retro - reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORT &H circular and two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage etc.,complete complying with standard specification and as directed by SIPCOT Officers.
365
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for 80 mm dia D.I. Air value Single 5 year waranty 19845/2000
1
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Providing centering for soffits for Plane surfaces to RCC Slabs, beams, including strutting 3 m height using M.S.Sheets of size 90 cm x 60 cm xBG10 and M.S. angles of size 25 mm x 25 mm x 3 mm laid over silver Oak joists of size 10 cm x 6.50 cm (spaced at 90 cm c/c ) etc.,complete complying with standard specification and as directed by SIPCOT Officers.
8
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Providing and laying in position, Standardised Concrete Mix M-30(1:1.44:2.88) (design mix) 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 content of 400 kg/mᶾ and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing additional fixtures wherever necessary without claiming extra, 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. etc.,complete complying with standard specification and as directed by SIPCOT Officers.
65
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Forming the embankment using carted earth with a minimum lead of 20km ( from borrowed area outside the industrial park) having coarse materials of size not exceedings 50mm, 4 days soaked CBR value not less than 8% plasticity index less than 25, liquid limit less than 50 and free swell index less than 50% including spreading the same as per road level chart, which is to be compacted propoerly and forming the embankment with the required camber, watering and compaction including the cost of earth, unloading charges, conveyance, spreading the materials uniformly over the entire width of embankment in layers not exceeding 200mm compacted thckness, breaking the clods, watering with all leads for water, compacting with vibratory roller and other construction tools and equipments for achiving minimum 97% of maximum dry density for the soil upto subgrade level and shoulders keeping the ,moisture content of earth at the compaction within the range of 1% above adn 2% below the road embankment as per clause 305 of Morth etc.,complete complying with standard specification and as directed by SIPCOT Officers.
1450
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Supplying, fabricating and placing in position of steel reinforcement including cost of steel, binding wires and fabrication charges etc.,complete complying with standard specification and as directed by SIPCOT Officers.
1.3
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Providing and laying single coat of low viscosity liquid bituminous material to the absorbent WMM surface using 7.00kg of bituminous emulsion primer having Kinetic viscosity of 30-60 centistokes at 60oC complying with IS 8887 for 10 sq.m. area including cost of bituminous primer, labour charges for preparing the surface to lay the bituminous primer and applying required quantity of bituminuous primer as prime coat by bituminous sprayer etc. Complete as per clause 502 of MORT & H specification etc.,complete complying with standard specification and as directed by SIPCOT Officers.
7950
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Supplying and erecting form work for steel centering for sides and soffits including supports and strutting upto a height of 3.90m in all floors for RCC slabs, beams TEE or EL beams, lintels, stair case beams, side walls etc., with all cross bracings using mild steel BG 10 sheets of size 90 cm x 60 cm stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid over silver oak (country wood) joists of size 10cm x 6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10 cm to 13cm dia spaced at 75cm centre to centre etc.,complete complying with standard specification and as directed by SIPCOT Officers.
-
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For 150 mm dia. DI S/S Pipe
1050
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Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 250mm compacted thickness specification in two layers of 125mm thick each or else as specified on the prepared sub base by providing approved Coarse graded material conforming to Table 400 - 13 and satisfying the physical requirement for material for WMM as per Table 400 - 12 of MORTH Rev.-5, including pre-mixing the materials with water at OMC in mechanical mix plant carriage of mixed matrerial by tipper to site laying in uniform layers with favours in subbase/ base course on well prepared surface and compacting with vibratory soil compactor to achieve the desired density including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev.-5 etc.,complete complying with standard specification and as directed by SIPCOT Officers.
2600
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Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods Fe 500 of all sizes of reinforcement for all Reinforced cement concrete works including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straighteing, cutting, fabricating, tying, lifting, placing in position, overlaping to the required length whereever necessary cover blocks and all other incidental charges etc.,complete complying with standard specification and as directed by SIPCOT Officers.
391
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Construction of Culverts - (Part -C)
-
-
-
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Jointing of following sizes of CI/DI - D/F Pipes/Specials with rubber insertion to the required specifications with MS bolts and nuts etc., Complete and testing to the required pressure with water including cost of jointing materials etc.,complete complying with standard specification and as directed by SIPCOT Officers.
-
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-
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Earth work excavation for side drain work in all classes of soils such as hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. except hard rock requiring blasting as per SS 20-B (HGS SS.20.B.) and depositing the same to the place shown by SIPCOT Officers with an intial led and lift etc.,complete complying with standard specification and as directed by SIPCOT Officers. (for value chamber)
20
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Clearing the light jungle and disposal at site etc.,complete complying with standard specification and as directed by SIPCOT Officers.
9000
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Vertical surfaces
8268
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Construction of RCC Drain - (Part -B)
-
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Vertical surfaces
175
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Supplying and erecting form work for steel centering for sides and soffits including supports and strutting upto a height of 3.90m in all floors for RCC slabs, beams TEE or EL beams, lintels, stair case beams, side walls etc., with all cross bracings using mild steel BG 10 sheets of size 90 cm x 60 cm stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid over silver oak (country wood) joists of size 10cm x 6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10 cm to 13cm dia spaced at 75cm centre to centre etc.,complete complying with standard specification and as directed by SIPCOT Officers. For vertical surfaces.
2050
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Jointing of CI/DI/S/S pipe and specials with rubber gaskets (tyton joint) includimg cost of lubricants, testing to therequired pressure with water (including jointing materials) @ 5.00M length etc.,complete complying with standard specification and as directed by SIPCOT Officers.
-
-
-
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Supply, and delivery of following sizes of DI D/F valves with cap wheel as per IS 14846/2000 PN 1 with IS marking etc.,complete complying with standard specification and as directed by SIPCOT Officers.
-
-
-
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Supplying and laying of 300 mm dia. RCC non pressure spun pipes with socket and spigot ends - NP 3 class as per IS 458/2003 manufactured with sulphate resistance cement with 12mm Hi - alumina lining with rubber rings including labour charges for laying at proper levels and locations, transportation cost, jointing materials etc.,complete complying with standard specification and as directed by SIPCOT Officers.
95
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-
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Added GST of 18%
1
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