Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Feb 2025
Closing Date24 Feb 2025
Tender Amount₹ 4,34,40,000
Technical
Technical
Financial
Class Of Bidder
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Class-I and above contractors are eligible to bid or participate in this tender.
Bid Capacity
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The bid capacity required in the given tender to bid having value and formulas is as follows: 1. The applicant should have satisfactorily completed at least one road work of similar nature with a value not less than 50% of the Estimate Cost under a single agreement in any one of the preceding three years. 2. The minimum Annual financial turnover of the applicant shall be more than 50% of the Estimate Cost in any one of the preceding three years. 3. The minimum cumulative financial turnover of the applicant shall be not less than 150% of the Estimate Cost from the civil engineering constructions in the last three years. The formulas for calculating the bid capacity are: - Minimum value of similar work completed = 50% of Estimate Cost
- Minimum Annual financial turnover = 50% of Estimate Cost
- Minimum cumulative financial turnover = 150% of Estimate Cost Alternatively, the formulas can also be represented as:
1. Single work experience: At least one "Road" work of similar nature with a value not less than 50% of the value put to tender (including GST) under a single agreement in any one of the preceding three years.
2. Minimum financial turnover: More than 50% of the estimated tender value (including GST) in any one of the preceding three years.
3. Minimum cumulative financial turnover: 150% of the estimated tender value (including GST) in the last three years. If we denote the estimated tender value as "Tender Value" or "TV", the formulas would be:
1. Single Work Value: ≥ 0.5 * TV (including GST)
2. Minimum Financial Turnover: > 0.5 * TV (including GST) in any one of the last three years
3. Minimum Cumulative Financial Turnover: ≥ 1.5 * TV (including GST) over the last three years
Technical Capacity
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The required prior work experience for the bidder includes having satisfactorily completed at least one road work of similar nature with a value not less than 50% of the Estimate Cost under a single agreement in any one of the preceding three years. The bidder should also provide details of similar road works completed in the preceding three years, although the specific amount is not mentioned. Additionally, the bidder's minimum annual financial turnover should be more than 50% of the Estimate Cost in any one of the preceding three years, and the minimum cumulative financial turnover should be not less than 150% of the Estimate Cost from civil engineering constructions in the last three years. The bidder should also have working capital available, which includes the amount in the bank accounts plus the unutilized amount of overdraft or credit facility extended by nationalized or scheduled banks. For the site engineer, the required prior work experience includes a B.E. (Civil) degree with three years of experience, or a retired Sub-Divisional Officer (Assistant Executive Engineer or Assistant Divisional Engineer) with two diploma holders in civil engineering, or a retired Sub-Divisional Officer with one more B.E. (Civil) degree holder. The bidder should also have Graduate Engineers with specific experience, and should produce photographs of the road works completed by them, as well as submit a list of similar nature of works executed.
Costs
EMD
₹ 4,35,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Innaduroad Privu Vellerikadu Road In Kalrayan Hills Block
Description
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Contact
Tender Id
2025_RDTN_525803_1Tender No
B7/4128/2024/001Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Collection & Supply and Spreading of US gravel including cost & conveyance and labour charges for stacking etc complete.
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Km3/0-4/0
318.1
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km 4/0-5/0
350.72
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km 5/0-5/900
248.18
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401
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Km3/0-4/0
91.69
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km 4/0-5/0
131.91
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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 machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
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Km3/0-4/0
495.89
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km 4/0-5/0
547.98
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km 5/0-5/900
387.79
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Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
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Km 3/0-5/900
9552
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Providing and laying Tack coat over WMM surface (treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
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Km 3/0-5/900
9750
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BM (Grade-II) 50mm Thick Using VG30
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
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Km3/0-4/0
166.05
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km 4/0-5/0
182.66
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km 5/0-5/900
129.26
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BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
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Km3/0-4/0
84.37
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km 4/0-5/0
93.75
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km 5/0-5/900
65.63
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Provision of 5 nos. Rumble strips covered with premix bituminous carpet, 15-20 mm high at centre,250mm wide placed at 1m c/c at approval locations to control speed, marked with white strips of road marking paint.
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Km3/0-4/0
5.62
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km 4/0-5/0
5.62
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km 5/0-5/900
5.62
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 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 MORT&H specification No.803 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminou s Surface
580
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Supply and Fixing of KM Stones. 1.65 x 0.45 x 0.15 m
2
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Supply and Fixing of HM Stones of size 0.75 x 0.23 x 0.15m
12
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PRetro-Reflectorised Traffic Signs (with out definition board) Type - IV Providing and erecting of Retro - Reflector›sed Cautionary, Maridatory and Informatory signs {without definition board} made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2. 10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in Charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67- 2012. The retro - reflective sheeting shall be covered under 7 3 ear warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MORT&H Specification No.801)
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90 cm Octagan Board
3
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60 Cm Equalaent Triangle Board
16
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Supply and Fixing of Name Board
1
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Cost for photograpic documentation and album
1
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Construction of 1.50m RCC slab culvert at Km 5/405
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Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
62.83
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Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
6.28
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete for Below Sill
43
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Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Above Sill
25
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Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Bed Block
3.36
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RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
3.31
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Below Sill
63.03
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Above Sill
96.34
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Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
0.35
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Supply and Fixing of Bitumen Pad as expansion joint
3
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Supply and Fixing of Tar Paper
4.5
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Supply and Fixing of weepholes
12
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Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for Filling
6.14
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Construction of 1.50m RCC slab culvert at Km 5/720
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Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
62.83
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Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
6.28
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete for Below Sill
43
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Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Above Sill
25
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Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Bed Block
3.36
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RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
3.31
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Below Sill
63.03
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Above Sill
96.34
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Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
0.35
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Supply and Fixing of Bitumen Pad as expansion joint
3
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Supply and Fixing of Tar Paper
4.5
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Supply and Fixing of weepholes
12
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Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for Filling
6.14
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Construction of 3.00m RCC slab culvert at Km4/607
-
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Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
77.22
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Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
9.96
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete for Below Sill
50.9
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Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Above Sill
31.54
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Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Bed Block
3.9
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RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
8.1
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Below Sill
67.5
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Above Sill
128.14
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Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
0.88
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Supply and Fixing of Bitumen Pad as expansion joint
4.5
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Supply and Fixing of Tar Paper
4.5
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Supply and Fixing of weepholes
12
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Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for Filling
7.33
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Construction of 2 X 6.00m RCC slab culvert at Km4/500
-
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Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
254.07
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Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
25.41
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete for Below Sill
159.98
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-
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Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Above Sill
114.62
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Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Bed Block
5.63
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RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
49.1
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Below Sill
178.92
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-
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Above Sill
459.39
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Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
5.74
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Supply and Fixing of Bitumen Pad as expansion joint
22.5
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Supply and Fixing of Tar Paper
12.83
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Supply and Fixing of weepholes
36
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Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for Filling
18.36
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Construction of Protection wall at Km 4/500
-
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Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
151.8
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Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
27.6
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete for Below Sill
287.28
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-
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Below Sill
122.04
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-
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Above Sill
404.28
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Construction of Protection wall at Km 3/0-4/0
-
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-
... More
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
319.55
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-
... More
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
58.1
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-
... More
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete for Below Sill
679.71
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-
... More
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Below Sill
269.91
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-
... More
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Above Sill
761.47
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Providing Cement Concrete Pavement at 3/0-3/100
-
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-
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Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
18
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-
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Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
6
-
-
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Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Above Sill
9
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-
... More
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
57
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade),
132
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Sides
46.64
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Providing Cement Concrete Pavement at 5/700-5/900
-
-
-
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Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
36
-
-
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Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
12
-
-
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Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Above Sill
18
-
-
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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 machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
94
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-
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade),
220
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-
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Sides
90.2
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GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
-
-
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