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 Date17 May 2023
Closing Date31 May 2023
Tender AmountRefer Documents
Costs
EMD
₹ 1,54,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RDTN_316322_1Bid Award Id
ViewTender No
A4/638/2023(26) dated 15.05.2023Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing and Laying Gravel Soling to compacted thickness 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 at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. KM 0/0-1/8
50
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-
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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
10.31
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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.
3750
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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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0/0-1/0
75
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1/0-1/25
18.75
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Supply and fixing of KILOMETRE STONE (three faces two lines dressed) of size 1.65 x 0.45 x 0.15m 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.
1
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-
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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.
8
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60 cm Equilateral Triangle Cautionary Sign Board
1
-
-
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Providing and Fixing of MGSMT Project Board and Maintanance Board
2
-
-
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Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
-
-
-
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For the First Year from the date of completion of work
1.25
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-
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For the Second Year from the date of cpmpletion of work
1.25
-
-
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For the Third Year from the date of completion of work
1.25
-
-
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For the Fourth Year from the date of completion of work
1.25
-
-
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For the Fifth Year from the date of completion of work
1.25
-
-
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Renewal BT of Madichel Chattumukku Road in Vilaancoe Vpt Km 0/0--0/73
-
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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
680.4
-
-
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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
43.65
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-
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Providing and Laying Gravel Soling to compacted thickness 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 at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. KM 0/0-1/8
43.65
-
-
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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
22.01
-
-
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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.
1455
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-
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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 14.60 kg of bitumen 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
1455
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-
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Provision of 15 nos . Rumble strips coverd with premix bituminous carpet, 15-20 mm high at centre 250mm wide placed at 1 m centre to centre at approved location to control speed marked with white strips of road marking paint.
9
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-
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Road Marking with Hot applied Thermplastic Compound with Reflectorising Glass bends on Bituminous Surface
97
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-
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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
7.38
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-
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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
2.46
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-
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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.
41
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-
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Cement Concrete 1:3:6 one cement, three Crusser Stone sand and six 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
3.77
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-
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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
10.41
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-
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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
10.41
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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 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.
55.35
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-
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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.
4
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-
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60 cm Equilateral Triangle Cautionary Sign Board
7
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-
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Providing and Fixing of MGSMT Project Board and Maintanance Board
2
-
-
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Road Marking / Road Stud with Lens Reflector
14
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Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
-
-
-
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For the First Year from the date of completion of work
0.73
-
-
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For the Second Year from the date of cpmpletion of work
0.73
-
-
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For the Third Year from the date of completion of work
0.73
-
-
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For the Fourth Year from the date of completion of work
0.73
-
-
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For the Fifth Year from the date of completion of work
0.73
-
-
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Strengthening of Chezhuvanchery Manjavilai Road in Vanniyoor Vpt. Km 0/0--1/545
-
-
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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
1112.4
-
-
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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
254.88
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-
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Providing and Laying Gravel Soling to compacted thickness 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 at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. KM 0/0-1/8
169.92
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-
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Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc.
1545
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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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0/0-1/0
205.65
-
-
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1/0-1/545
112.95
-
-
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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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0/0-1/0
2742
-
-
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1/0-1/545
1506
-
-
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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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0/0-1/0
68.55
-
-
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1/0-1/545
37.65
-
-
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Provision of 15 nos . Rumble strips coverd with premix bituminous carpet, 15-20 mm high at centre 250mm wide placed at 1 m centre to centre at approved location to control speed marked with white strips of road marking paint.
9
-
-
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Road Marking with Hot applied Thermplastic Compound with Reflectorising Glass bends on Bituminous Surface
283.2
-
-
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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
-
-
-
... More
0/0-1/0
10.08
-
-
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1/0-1/545
3.87
-
-
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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
-
-
-
... More
0/0-1/0
3.36
-
-
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1/0-1/545
1.29
-
-
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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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0/0-1/0
56
-
-
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1/0-1/545
21.5
-
-
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Cement Concrete 1:3:6 one cement, three Crusser Stone sand and six 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
-
-
-
... More
0/0-1/0
5.15
-
-
... More
1/0-1/545
1.98
-
-
... 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 SS20A
-
-
-
... More
0/0-1/0
6.02
-
-
... More
1/0-1/545
3.31
-
-
... More
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
-
-
-
... More
0/0-1/0
6.02
-
-
... More
1/0-1/545
3.31
-
-
... 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.
-
-
-
... More
0/0-1/0
51.6
-
-
... More
1/0-1/545
25.8
-
-
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Retainingwall
-
-
-
... 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
6.83
-
-
... 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
2.73
-
-
... 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.
30.1
-
-
... More
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
12.25
-
-
... More
Supply and fixing of KILOMETRE STONE (three faces two lines dressed) of size 1.65 x 0.45 x 0.15m 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.
1
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-
... More
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.
5
-
-
... More
60 cm Equilateral Triangle Cautionary Sign Board
2
-
-
... More
Providing and Fixing of MGSMT Project Board and Maintanance Board
2
-
-
... More
Road Marking / Road Stud with Lens Reflector
6
-
-
... More
Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
-
-
-
... More
For the First Year from the date of completion of work
1.55
-
-
... More
For the Second Year from the date of cpmpletion of work
1.55
-
-
... More
For the Third Year from the date of completion of work
1.55
-
-
... More
For the Fourth Year from the date of completion of work
1.55
-
-
... More
For the Fifth Year from the date of completion of work
1.55
-
-
... More
Strengthening of Kanakulam Kurakkanamcode kodiyarakonam Road Km 0/0--1/520
-
-
-
... More
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
1094.4
-
-
... 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 SS20A
141.48
-
-
... More
Providing and Laying Gravel Soling to compacted thickness 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 at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.
94.32
-
-
... More
Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc.
1338
-
-
... More
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.
-
-
-
... More
0/0-1/0
125.55
-
-
... More
1/0-1/705
51.3
-
-
... More
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.
-
-
-
... More
0/0-1/0
1674
-
-
... More
1/0-1/705
684
-
-
... More
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 14.60 kg of bitumen 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
-
-
-
... More
0/0-1/0
1674
-
-
... More
1/0-1/705
684
-
-
... More
Provision of 15 nos . Rumble strips coverd with premix bituminous carpet, 15-20 mm high at centre 250mm wide placed at 1 m centre to centre at approved location to control speed marked with white strips of road marking paint.
9
-
-
... More
Road Marking with Hot applied Thermplastic Compound with Reflectorising Glass bends on Bituminous Surface
157.2
-
-
... 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
-
-
-
... More
0/0-1/0
39.78
-
-
... More
1/0-1/52
9.9
-
-
... 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
-
-
-
... More
0/0-1/0
13.26
-
-
... More
1/0-1/52
3.3
-
-
... 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.
-
-
-
... More
0/0-1/0
221
-
-
... More
1/0-1/52
55
-
-
... More
Cement Concrete 1:3:6 one cement, three Crusser Stone sand and six 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
-
-
-
... More
0/0-1/0
20.33
-
-
... More
1/0-1/52
5.06
-
-
... 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 SS20A
-
-
-
... More
0/0-1/0
11.93
-
-
... More
1/0-1/52
2.97
-
-
... More
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
-
-
-
... More
0/0-1/0
11.93
-
-
... More
1/0-1/52
2.97
-
-
... 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.
-
-
-
... More
0/0-1/0
232.05
-
-
... More
1/0-1/52
57.75
-
-
... More
Retaining wall
-
-
-
... 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
12.68
-
-
... 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
5.07
-
-
... 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.
35.5
-
-
... More
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
22.76
-
-
... More
Supply and fixing of KILOMETRE STONE (three faces two lines dressed) of size 1.65 x 0.45 x 0.15m 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.
1
-
-
... More
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.
7
-
-
... More
60 cm Equilateral Triangle Cautionary Sign Board
1
-
-
... More
Providing and Fixing of MGSMT Project Board and Maintanance Board
2
-
-
... More
Road Marking / Road Stud with Lens Reflector
13
-
-
... More
Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
-
-
-
... More
For the First Year from the date of completion of work
1.52
-
-
... More
For the Second Year from the date of cpmpletion of work
1.52
-
-
... More
For the Third Year from the date of completion of work
1.52
-
-
... More
For the Fourth Year from the date of completion of work
1.52
-
-
... More
For the Fifth Year from the date of completion of work
1.52
-
-
... More
Strengthening of Utiramcode Chandiparai Road Km 0/0--0/710
-
-
-
... More
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
501.12
-
-
... 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 SS20A
39.78
-
-
... More
Providing and Laying Gravel Soling to compacted thickness 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 at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. KM 0/0-1/8
26.52
-
-
... More
Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc.
496
-
-
... More
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.
49.72
-
-
... More
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.
663
-
-
... More
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 14.60 kg of bitumen 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
663
-
-
... More
Provision of 15 nos . Rumble strips coverd with premix bituminous carpet, 15-20 mm high at centre 250mm wide placed at 1 m centre to centre at approved location to control speed marked with white strips of road marking paint.
9
-
-
... More
Road Marking with Hot applied Thermplastic Compound with Reflectorising Glass bends on Bituminous Surface
44.2
-
-
... 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
24.75
-
-
... 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
8.25
-
-
... 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.
137.5
-
-
... More
Cement Concrete 1:3:6 one cement, three Crusser Stone sand and six 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
12.65
-
-
... 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 SS20A
34.92
-
-
... More
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
34.92
-
-
... 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.
185.63
-
-
... More
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.
3
-
-
... More
60 cm Equilateral Triangle Cautionary Sign Board
9
-
-
... More
Providing and Fixing of MGSMT Project Board and Maintanance Board
2
-
-
... More
Road Marking / Road Stud with Lens Reflector
24
-
-
... More
Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
-
-
-
... More
For the First Year from the date of completion of work
0.7
-
-
... More
For the Second Year from the date of cpmpletion of work
0.7
-
-
... More
For the Third Year from the date of completion of work
0.7
-
-
... More
For the Fourth Year from the date of completion of work
0.7
-
-
... More
For the Fifth Year from the date of completion of work
0.7
-
-
... 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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