Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date5 Feb 2021
Closing Date18 Feb 2021
Tender AmountRefer Documents
Costs
EMD
₹ 54,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_RDTN_193843_1Bid Award Id
ViewTender No
A4/2869/2020(3) dated 01.02.2021Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
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km 1/0-1/2
144
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Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20A
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-
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km 0/0-1/0
60
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km 1/0-1/2
12
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Picking the wornout BT surface up to 50mm depth and stacking the useful materials including all cost and labour charges etc., complete as per std. specification.
-
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-
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km 0/0-1/0
600
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km 1/0-1/2
200
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Providing 75mm consolidated thickness WBM for top layer using 1 cum of grade III metal of 2.5% of 63mm, 20%of 53 mm, 72.5% of 45mm and 2.5% of 22.4mm ,2.5% of 11.2mm IRC size HBG metal 0.24 cum of gravel whose PI values is less than '6' for blindage and filler for 10 sqm. area (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) including cost and conveyeance of all materials from approved quarries to road side and stacking of materials to departmental standard metic gauge for pre - measurements including labour for laying,spreading new metal,hand packing to camber gravel blinding, watering with all leads fro good water even if the season is worst drought forming edge bunds and consolidation by 8 to 10 tone power roller and finishing to the total thickness with lines grades and cross sections as specified in the departmental specifications including hire charges for all T&P fuel cost and other running charges for power roller and other tools and plants employed and all other incidental charges etc., complete. SSRB 203-05,203-03,502 MOST 401,402
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km 0/0-1/0
79.2
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km 1/0-1/2
33.75
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Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 45mm IRC size HBG metal with 44 Kg of Bitumen-for 1cum of metal mixed in hot mix plant laying at site
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km 0/0-1/0
3.07
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km 1/0-1/2
2.58
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Applying tack coat over WBM surface using 4Kg of bituminous emulsion per 10sqm including cost of bituminous emulsion which will be supplied departmentallly at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handing charges including labour charges for brushing cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire fuel and running charges for all tools and plants employed for the work including all other charges such as barricading and providing danger lights flags etc., complete.
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km 0/0-1/0
1056
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km 1/0-1/2
450
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Applying tack coat over BT surface using 3Kg of bituminous emulsion per 10sqm including cost of bituminous emulsion which will be supplied departmentallly at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handing charges including labour charges for brushing cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire fuel and running charges for all tools and plants employed for the work including all other charges such as barricading and providing danger lights flags etc., complete.
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Km 0/0-1/200
1200
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Providing and laying open graded premix carpet of 20mm compacted thickness using IRC size machine broken HBG metal 0.18 cum, 13.2mm and 0.09 cum of 11.20 m with 13.432 kg of bitumen and 1.168 kg of Plastic Waste for premixing for 10sqm of premix carpet and 0.09 cum of 6.7 mm IRC size HBG metal with 9.80kg of bitumen for 10sqm for seal coat including cost and conveyance of all materials from approved quarry to work site and stacking them to departmental gauge for pre measurement including cost of bulk bitumen the rates specified in the special conditions appended herewith and including conveyance of bitumen to work spot handling charges for the same at both ends including labour charges for heating the bitumen to required temperature and mixing the required quantity of metal and bitumen using Mini Hot Mix Plant conveying the mix by wheel borrows including labour charges for spreading the mix to grades, lines and profiles and compacting with power roller rolling etc., including all labour charges application of bitumen for seal coat and power roller rolling separately as per MoRT & H specification 509 and 513 including all incidental charges such as barricading providing danger lights etc., complete
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km 0/0-1/0
2256
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km 1/0-1/2
450
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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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km 0/0-1/0
33.84
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km 1/0-1/2
6.75
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Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 0.75 x 0.23 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete.
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km 0/0-1/0
5
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Providing and Fixing of Retro Reflectorised Cautionary mandatory and Informatory signs ( without definition board) made out of High Intensity Primatic Grade Sheeting confirming to Type IV standards of IRC 67:2012 and ASTMD 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60m below groung 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 M 15 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 satisfactorycompletion of the work as directed by the engineer in charges. 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 shallbe covered under 7 yearwarranty 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)
1
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Fabrication and Supply of Information Name board of size 1200mmx900mmx43mm gauge with Leg channel of size 100mmx50mmx3mm and 3.6 mm long including painting the whole unit with one coat best quality primwr and two coats with approved color sinthetic enamel paint over the primer and lettering as per the Engineers instruction, design and specification etc.complete
1
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Supply and fixing Kilometer Stone (three faces two lines dressed) of size 0.75 x 0.23 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete.
2
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Hard Bed
-
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Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20B
-
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km 0/0-1/0
44.64
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km 1/0-1/2
9
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Cement Concrete 1:4:8 one cement, four Crusser Stone sand and eight hard broken stone) using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual worksport and handing charges at each and including cost of from work mix concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tolls and plats and all other incidental charges such as balling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer Table I of IS 2116-1980
-
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km 0/0-1/0
14.88
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km 1/0-1/2
3
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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.
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km 0/0-1/0
272.8
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km 1/0-1/2
55
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Cement Concrete 1:3:6 one cement, three Crusser Stone sand and six hard broken stone) using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual worksport and handing charges at each and including cost of from work mix concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tolls and plats and all other incidental charges such as balling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer Table I of IS 2116-1980
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km 0/0-1/0
40.92
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km 1/0-1/2
8.25
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Providing 75mm consolidated thickness WBM for top layer using 1 cum of grade III metal of 2.5% of 63mm, 20%of 53 mm, 72.5% of 45mm and 2.5% of 22.4mm ,2.5% of 11.2mm IRC size HBG metal 0.24 cum of gravel whose PI values is less than '6' for blindage and filler for 10 sqm. area (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) including cost and conveyeance of all materials from approved quarries to road side and stacking of materials to departmental standard metic gauge for pre - measurements including labour for laying,spreading new metal,hand packing to camber gravel blinding, watering with all leads fro good water even if the season is worst drought forming edge bunds and consolidation by 8 to 10 tone power roller and finishing to the total thickness with lines grades and cross sections as specified in the departmental specifications including hire charges for all T&P fuel cost and other running charges for power roller and other tools and plants employed and all other incidental charges etc., complete. SSRB 203-05,203-03,502 MOST 401,402
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km 0/0-1/0
66.96
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km 1/0-1/2
13.5
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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 clasuse 1501.2.2 M30 (grade) coarse and fine aggregate conforming to IS : 383 maximum size of course aggregate not exceeding 25mm mixed in a concrete mixure of not less than 0.20 cum capacity and appropriate weight bacher using approved mix design laid in approved fixed side form work n(steel channel), Laying, and fixing of 125 micron thick polythine film, wedges, steel plates, including levelling the form work as per drawing), spreding the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joint, applying debonding strips, primer, sealant, ndowl bars, near approches, to bridge/culvert and construction joint, admixtures as approved, curing of concrete slab for 14 days, using curing compound (where specified)nand water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
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km 0/0-1/0
156.24
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km 1/0-1/2
31.5
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Compressible board
12.6
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Strengthening of Kallaveeriyanvilai road Km 0/0 -0/935
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Clearing the scrub jungle with uprooting and including all cuttings and deposting of the products, removing from the site, disposal by burrying or burning etc., complete including all incidental charges as directed by the departmental officers. As per SSRB 301,302 Most 201
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km0/0-0/955
336.6
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Picking the wornout BT surface up to 50mm depth and stacking the useful materials including all cost and labour charges etc., complete as per std. specification.
-
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km0/0-0/955
535
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Providing 75mm consolidated thickness WBM for top layer using 1 cum of grade III metal of 2.5% of 63mm, 20%of 53 mm, 72.5% of 45mm and 2.5% of 22.4mm ,2.5% of 11.2mm IRC size HBG metal 0.24 cum of gravel whose PI values is less than '6' for blindage and filler for 10 sqm. area (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) including cost and conveyeance of all materials from approved quarries to road side and stacking of materials to departmental standard metic gauge for pre - measurements including labour for laying,spreading new metal,hand packing to camber gravel blinding, watering with all leads fro good water even if the season is worst drought forming edge bunds and consolidation by 8 to 10 tone power roller and finishing to the total thickness with lines grades and cross sections as specified in the departmental specifications including hire charges for all T&P fuel cost and other running charges for power roller and other tools and plants employed and all other incidental charges etc., complete. SSRB 203-05,203-03,502 MOST 401,402
-
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km0/0-0/955
63
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Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 45mm IRC size HBG metal with 44kg of Bitumen for 1cum of metal mixed in hot mix plant laying at site
-
-
-
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km0/0-0/955
1.73
-
-
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Applying tack coat over WBM surface using 4Kg of bituminous emulsion per 10sqm including cost of bituminous emulsion which will be supplied departmentallly at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handing charges including labour charges for brushing cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire fuel and running charges for all tools and plants employed for the work including all other charges such as barricading and providing danger lights flags etc., complete.
-
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km0/0-0/955
840
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-
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Applying tack coat over BT surface using 3Kg of bituminous emulsion per 10sqm including cost of bituminous emulsion which will be supplied departmentallly at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handing charges including labour charges for brushing cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire fuel and running charges for all tools and plants employed for the work including all other charges such as barricading and providing danger lights flags etc., complete.
-
-
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km0/0-0/955
1200
-
-
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Providing and laying open graded premix carpet of 20mm compacted thickness using IRC size machine broken HBG metal 0.18 cum, 13.2mm and 0.09 cum of 11.20 m with 13.432 kg of bitumen and 1.168 kg of Plastic Waste for premixing for 10sqm of premix carpet and 0.09 cum of 6.7 mm IRC size HBG metal with 9.80kg of bitumen for 10sqm for seal coat including cost and conveyance of all materials from approved quarry to work site and stacking them to departmental gauge for pre measurement including cost of bulk bitumen the rates specified in the special conditions appended herewith and including conveyance of bitumen to work spot handling charges for the same at both ends including labour charges for heating the bitumen to required temperature and mixing the required quantity of metal and bitumen using Mini Hot Mix Plant conveying the mix by wheel borrows including labour charges for spreading the mix to grades, lines and profiles and compacting with power roller rolling etc., including all labour charges application of bitumen for seal coat and power roller rolling separately as per MoRT & H specification 509 and 513 including all incidental charges such as barricading providing danger lights etc., complete
-
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-
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km0/0-0/955
2040
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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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km0/0-0/955
61.2
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Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 0.75 x 0.23 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete.
-
-
-
... More
km0/0-0/955
4
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-
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Providing and Fixing of Retro Reflectorised Cautionary mandatory and Informatory signs ( without definition board) made out of High Intensity Primatic Grade Sheeting confirming to Type IV standards of IRC 67:2012 and ASTMD 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60m below groung 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 M 15 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 satisfactorycompletion of the work as directed by the engineer in charges. 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 shallbe covered under 7 yearwarranty 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)
1
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Fabrication and Supply of Information Name board of size 1200mmx900mmx43mm gauge with Leg channel of size 100mmx50mmx3mm and 3.6 mm long including painting the whole unit with one coat best quality primwr and two coats with approved color sinthetic enamel paint over the primer and lettering as per the Engineers instruction, design and specification etc.complete
1
-
-
... More
Hard Bed
-
-
-
... More
Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20B
61.2
-
-
... More
Cement Concrete 1:4:8 one cement, four Crusser Stone sand and eight hard broken stone) using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual worksport and handing charges at each and including cost of from work mix concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tolls and plats and all other incidental charges such as balling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer Table I of IS 2116-1980
20.4
-
-
... More
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.
280.5
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-
... More
Cement Concrete 1:2:4 one cement, two Crusser Stone sand and four hard broken stone) using 20mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual worksport and handing charges at each and including cost of from work mix concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tolls and plats and all other incidental charges such as balling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer Table I of IS 2116-1980
42.08
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... More
Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm
66.6
-
-
... More
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 clasuse 1501.2.2 M30 (grade) coarse and fine aggregate conforming to IS : 383 maximum size of course aggregate not exceeding 25mm mixed in a concrete mixure of not less than 0.20 cum capacity and appropriate weight bacher using approved mix design laid in approved fixed side form work n(steel channel), Laying, and fixing of 125 micron thick polythine film, wedges, steel plates, including levelling the form work as per drawing), spreding the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joint, applying debonding strips, primer, sealant, ndowl bars, near approches, to bridge/culvert and construction joint, admixtures as approved, curing of concrete slab for 14 days, using curing compound (where specified)nand water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
156.15
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Compressible board
6.3
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-
... More
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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