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 Date6 May 2025
Closing Date16 May 2025
Tender Amount₹ 2,16,29,000
Technical
Technical
Additional Eligibility
Class Of Bidder
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Class III and above
Technical Capacity
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The required prior work experience for the bidder includes: - For a B.E Civil (or) equivalent Degree holder: 5 years of experience (or) not less than two retired Sub Divisional Officer (Assistant Executive Engineer or Assistant Divisional Engineer).
- For a Diploma holder in Civil Engineering: 2 years of experience (or) retired Junior Engineers. The bidder should have satisfactorily completed at least one road work of similar nature with a value of not less than Rs. 108.50 Lakh under a single agreement in any one of the preceding three years. Additionally, the work should be similar in nature to the current tender, and the bidder should have completed it as a prime contractor. The similar work should have a value of at least 50% of the value of the work put to tender in a single contract within the last three years period. The bidder should have completed similar road works costing more than Rs. 79.50 lakhs under a single agreement in the preceding three years. The actual value of work executed as per the final payment and the quality of work done are to be provided. For the Site Engineer, the required prior work experience is as follows: - Graduate Engineers: One B.E., (Civil) or equivalent Degree holder with three years’ experience. - Alternatively, a Retired Sub-Divisional Officer (Assistant Executive Engineer, or Assistant Divisional Engineer) plus two Diploma Holders in Civil Engineering or two Retired Junior Engineers. - Another option is one B.E., (Civil) or equivalent degree holder with three years experience or not less than one Retired Sub Divisional Officer (AEE or ADE) plus one more BE (Civil) or equivalent Degree Holder.
Costs
EMD
₹ 2,17,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Strenthening Of Siruthamur Murungai Road Km 00 To 3.25 In Siruthamur Panchayat In Acharapakkam Block Of Chengalpattu District Under Mgsmt 2025 26 Having Pkg No.02
Description
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Contact
Tender Id
2025_RDTN_554846_1Tender No
DIPR.No.1714/Tender/2025 dt.28.04.2025Tender 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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Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction
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ch 0/000-1/000
165.81
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ch 1/000-2/000
166.79
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ch 2/000-3/000
145.12
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ch 3/000-3/185
31.22
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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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ch 0/000-1/000
560.8
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ch 1/000-2/000
559.24
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ch 2/000-3/000
562.5
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ch 3/000-3/185
107.25
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Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
11669.37
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Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
11723.75
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Provision for Hectometer Stone
13
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Provision for Kilometer stone
3
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Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with 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 0.60m 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 year 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) 60 cm circular
3
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
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Culvert 1.50 m span 2.00 nos ch 147,826
92.16
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Culvert 1.50 m span 2.00 nos ch 1155,1557
92.16
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Protective wall ch 1/130-1/150
19.6
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Collection and supply of M sand and filling in to the basement including cost and conveyance to the site and all labour charges for filling as per standard specifications
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Culvert 1.50 m span 2.00 nos ch 147,826
8.38
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Culvert 1.50 m span 2.00 nos ch 1155,1557
8.38
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Protective wall ch 1/130-1/150
2.8
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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
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Culvert 1.50 m span 2.00 nos ch 147,826
8.38
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Culvert 1.50 m span 2.00 nos ch 1155,1557
8.38
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Protective wall ch 1/130-1/150
4.2
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Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
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Culvert 1.50 m span 2.00 nos ch 147,826
86
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Culvert 1.50 m span 2.00 nos ch 1155,1557
86
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Culvert 1.50 m span 2.00 nos ch 1155,1557
38.5
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Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
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Culvert 1.50 m span 2.00 nos ch 147,826
50
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Culvert 1.50 m span 2.00 nos ch 1155,1557
50
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Culvert 1.50 m span 2.00 nos ch 147,826
6.72
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Culvert 1.50 m span 2.00 nos ch 1155,1557
6.72
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Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
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Culvert 1.50 m span 2.00 nos ch 147,826
6.62
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Culvert 1.50 m span 2.00 nos ch 1155,1557
6.62
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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. (BELOW GROUND LEVEL)
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Culvert 1.50 m span 2.00 nos ch 147,826
126.06
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Culvert 1.50 m span 2.00 nos ch 1155,1557
126.06
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Protective wall ch 1/130-1/150
96.12
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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. (ABOVE GROUND LEVEL)
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Culvert 1.50 m span 2.00 nos ch 147,826
192.68
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Culvert 1.50 m span 2.00 nos ch 1155,1557
192.68
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Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
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Culvert 1.50 m span 2.00 nos ch 147,826
0.7
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Culvert 1.50 m span 2.00 nos ch 1155,1557
0.7
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
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Culvert 1.50 m span 2.00 nos ch 147,826
30
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Culvert 1.50 m span 2.00 nos ch 1155,1557
30
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Providing and fixing weepholes of 100 mm dia. PVC pipes of required lengths including cost and conveyance of all materials to work site, cost and labour etc complete
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Culvert 1.50 m span 2.00 nos ch 147,826
9
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Culvert 1.50 m span 2.00 nos ch 1155,1557
9
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Providing and fixing Tar Paper including labour etc complete.
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Culvert 1.50 m span 2.00 nos ch 147,826
22.08
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Culvert 1.50 m span 2.00 nos ch 1155,1557
22.08
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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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Culvert 1.50 m span 2.00 nos ch 147,826
12.28
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Culvert 1.50 m span 2.00 nos ch 1155,1557
12.28
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Construction of un-reinforeced, 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), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design, lain in approved fixed side form work (steel channel, laying and fixing of 25 micron thick polythene film, wedges, steel plates including levelling the formwork a sper drawing), spreading the concrete with sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including including provsion of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construciton joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501.
81.9
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Providing and laying 50mm consolidated thick bituminous macadam using 0.20 cum fo 26.50- 13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30/ VG40 bitumen and 2.96kg of waste plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton 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 / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required,
including fuel and all other incidental charges etc.,complete as per specification.(Bituminous Macadam 50mm thick Using Vibratory Roller( ( Using Plastic Waste)
583.47
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Providing and laying Bituminous Concrete to 25/30/40 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs 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 them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 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 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller)
296.74
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GST Amount for providing Service to Government Contract Works for the above Construction & maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (for Construction & maintenance) above this row in column "BB" for all works in this package}
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