National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date28 Dec 2021
Closing Date27 Jan 2022
Tender Amount₹ 6,93,63,000
Costs
EMD
₹ 3,57,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_HWAY_217705_1Bid Award Id
ViewTender No
05/2021-2022/SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site but excluding cost of steel and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for T-BEAMS and CROSS BEAMS as per Sections 1000, 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision).
122
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Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal Bored-cast-in-situ piles of 1200mm diameter, as per Cl.709.1.9 of IRC:78-2014, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accomadating piling equipment forming approaches to the working paltform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete as per for PILES BELOW ABUTMENTS AND PIERS as per Sections 1100 & 1700 of MORT&H Specifications (Fifth Revision).
410
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Providing and laying M.. sand filling including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for .as per MORT&H No.1000
35
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-
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank, with all leads and lifts as per SS20B, including all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary, etc., complete etc., complete as per relevant standard specification, for DRESSING THE BED UP TO SILL as per MORT&H Vth Revision 304.
1344
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-
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Providing and laying Tack Coat over Existing BT surface 2.00Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.
825
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-
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Vibrated Cement Concrete M15 (Nominal mix) 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Broken Parapet wall as per MORT&H Vth Revision 1000, 1500, 1700, 2100
17
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Providing and driving in position permanent MS liners 6mm thick for piles from bottom of pilecap as per Cl.709.1.4 of IRC 78-2014 including cost of liners and fabricating, welded construction with consumable, labour and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirement and as per standard specification, and placing them in position with all leads and lifts etc., complete as per Sections 1100 & 1600 of MORT&H Specifications (Fifth Revision).
12.5
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Vibrated reinforced cement concrete M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost of steel and fabrication of steel including cost of formwork,labour charges mixing, transporting, laying,curing concrete,working at heights ,hire charges for tools and plants including all other incidental charges, etc., complete for APPROACH SLAB as per Sections 1000, 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision).
19
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Granular Sub Base with close graded material (Table :- 400-1)Plant Mix Method (Construction of granular sub base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for grading -V Material
113
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-
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RETAINING WALL ON CN PALAYAM SIDE A2
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filing, clearing up the site and disposal of all surplus materials etc., complete for Foundation of RCC Retaining Walls as per MORT&H No.304
753
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-
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Vibrated reinforced cement concrete M30 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site but excluding cost of steel and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for HANDRAILS AND POSTS as per Sections 2703-3 of MORT&H Specifications (Fifth Revision).
96
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Vibrated Reinforced Cement Concrete of grade M30 Design mix using 20mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but, including cost of form wok and centering, soft water all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALL as per MOR&H Vth specification No.1000, 1500, 1700, 2200
207
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PROVIDING REVETMENT
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION OF TOE WALLS OF REVETMENT as per MORT&H Vth Revision 304
174
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-
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Providing and fixing Class 1 PVC seepage pipes of 110 mm dia of required lengths for abutments and wing walls including costs and conveyance of all materials to work site and labour charges for fixing, etc.,complete to drain the backfill as per Section 2706 of MORT&H Specifications (Fifth Revision).
152
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-
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Manufacturing and fixing cement concrete blocks of size 250 x 250x 300 mm in CC 1:2:4, nominal mix (M15) using 20mm ISS size HBG metal including cost and conveyance of all materials to worksite and cement site including conveyance and handling charges for the same at both ends, including all other incidental charges, etc.,, complete for REVETMENTS.-1Sqm
1259
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-
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Dismantling Plain cement concrete in the existing causeway and clearing away from the worksite as directed by the departmental officers including all labour and incidental charges etc., complete.
1204
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Providing FILTER MEDIA behind Abutment and return walls for 600mm thickness using filter material wellpacked with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges,etc complete as per Cl.710.1.4 & Appendix-6 of IRC:78-2014.
106
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-
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Supply and fabrication of Fe-500 D grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc.,complete as per Section 1600 of MORT&H Specifications (Fifth Revision)
20
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Vibrated Cement Concrete M20 (1:1.5:3) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for PCC Retaining wall (Above Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100
163
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Providing and laying 60mm consolidated thick bituminous macadam using 0.20 cum fo 26.50-13.20 mm,0.43 cum of 13.20-2.36 mm and 0.08 cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 / VG40 bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 60mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9mpaver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause504ofMORTH Rev-5
139
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-
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PCC Retaining wall
76
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-
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Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site but excluding cost of steel and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for DECK SLAB, KERBS & FOOTPATH as per Sections 1000, 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision).
201
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-
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Vibrated Plain Cement Concrete of grade M15 ( Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying and curing concrete , potable water , Tools and plants and incidental charges etc., complete as per relevant standard specification, for PARAPET OVER RETURN WALLS as per Sections 1000, 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision).
8
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Supply and fabrication of Fe-240 grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc.,complete as per Section 1600 of MORT&H Specifications (Fifth Revision).
3
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-
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Forming Embankment with Carted Earth with an average lead of 7.00Km including cost and conveyance of earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting using power roller, tamping, ramming under optimum moisture content to obtain the maximum density including hire and fuel charges for water sprinkler, power roller and all other incidental charges et. complete as per standard specification - 95% as per MORT&H No.305 (vth rev)
1470.23
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Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.
73
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-
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filing, clearing up the site and disposal of all surplus materials etc., complete for Foundation of PCC Retaining Walls as per MORT&H No.304
120
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-
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Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site but excluding cost and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for CAPPING BEAM OVER PIERS as per Sections 1000, 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).
48
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Providing and fixing seepage pipes of 110mm dia class.I PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill in Retaining Wall as per MOR&H Vth specification No.2706
-
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Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.
1598
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-
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RCC Retaining wall
252
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-
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Providing laying and rolling of close graded premis carrpet of compacted 20mm thickness using, using 0.0162 cum of 13.20-11.20mm, 0.1404 cum of 11.2-5.6mm, 0.0729 cum of 5.60-2.80mm, 0.0405 cum of 2.80mm and below (Type B) graded HBG metal using 19kg of VG30 bitumen for 10sqm including premixing at CMP, conveyance by tipper lorry, laying by paver finisher and rolling by Vibratory Roller including cost and conveyance of all materials, hire charges of all T&P all labour charges, fuel and all other incidental charges etc., Complete as per specification using CMP as per clause 508 of MORTH Rev-5
750
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Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridge Works published by Ministry of Surface Tranport(Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of materials,cost of testing as per the MORT&(H) specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per Section 2600 of MORT&H Specifications (Fifth Revision).
48
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-
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Forming Embankment with Carted Earth with an average lead of 7.00Km including cost and conveyance of earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting using power roller, tamping, ramming under optimum moisture content to obtain the maximum density including hire and fuel charges for water sprinkler, power roller and all other incidental charges et. complete as per standard specification - 95% as per MORT&H No.305 (vth rev) for Diversion road
1234
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-
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Vibrated plain cement concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water ,labour charges for mixing,transporting, laying compacting, curing concrete , Tools and Plants and incidental charges such as bailing out water, maintaining protective bunds,cofferdams,shoring,structting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW PILE CAP UNDER ABUTMENTS & PIERS as per Sections 1100 of MORT&H Specifications (Fifth Revision).
18
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Vibrated Cement Concrete of grade M15 ( Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying and curing concrete , potable water , Tools and plants and incidental charges etc., complete as per relevant standard specification, for STEM TOE WALLS OF REVETMENTas per Sections 1000,1500 ,1700 & 2200 of MORT&H Specifications (Fifth Revision).
128
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-
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Granular Sub Base with graded material (Table :- 400-1)Plant Mix Method Construction of granular sub base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for grading III Material
130
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-
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Vibrated Cement Concrete M15 (1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Broken Parapet as per MORT&H Vth Revision 1000, 1500, 1700, 2200
17
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Providing and fixing of Elastomeric bearing of size 500x300 x 64 mm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete asper Section 2000 of MORT&H Specifications (Fifth Revision) and IRC:83-2015 (Part-II).
230400
-
-
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Providing sand bags as support to the diversion road including cost, conveyance and all labour charges for filling the sand bags stitching, conveyance and laying in proper position including all incidental charges etc., complete. as per MORT&H specification.
298
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-
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Providing and laying of prime coat over WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete as per clause 502 of MORTH Rev.5
750
-
-
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RETAINING WALL ON SATHIPATTU SIDE A1
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filing, clearing up the site and disposal of all surplus materials etc., complete for Foundation of RCC Retaining Walls as per MORT&H No.304
753
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-
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Vibrated Cement Concrete M20 (1:1.5:3) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for PCC Retaining wall (Below Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100
24
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Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank, with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS & PIERS as per Section 300 & 304 of MORT&H Specifications (Fifth Revision).
801
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-
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Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.
750
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-
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Providing and laying M.. sand filling including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for .as per MORT&H No.1000
35
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-
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Filling behind Abutments and Return walls with filling material having Ø value more than 35°, including cost and conveyance to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-6 of IRC:78-2014 & CI.305 of MORT&H Specifications (Fifth Revision).
274
-
-
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Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site but excluding cost of steel and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for PIERS-1800mm dia as per Sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).
15
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Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site but excluding cost of steel and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per Sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).
18
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Supply and fixing of High quality of PVC Duct pipes of 160 mm dia 4 Kg/cm2 including cost and conveyance of pipes to the sie and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths as per Section 2706 of MORT&H Specifications (Fifth Revision).
330
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-
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Vibrated Cement concrete M15 (Nominal mix ) 1:2:4 using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at heights, Tools and Plants and incidental charges etc; complete as per relevant standard specification, for Leveling course for Base course below body wall as per MORT&H No.1000, 1500, 1700, 2200
35
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Vibrated Cement Concrete M20 (1:5.5:3) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for PCC Retaining wall (Below Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2200
24
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Vibrated reinforced cement concrete M35(Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site excluding cost of steel but including cost of formwork,Soft water,labour charges for mixing, transporting, laying,curing concrete,working at depths,hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for PILECAPS UNDER ABUTMENT, RETURN WALLS AND PIERS as per Sections 1000, 1500 & 1700 & 2200 of MORT&H Specifications (Fifth Revision).
341
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Sub Total Bid Price (in figures)
1
-
-
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Vibrated Cement concrete M15 (Nominal mix ) 1:2:4 using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at heights, Tools and Plants and incidental charges etc; complete as per relevant standard specification, for Leveling course for Base course below body wall as per MORT&H No.1000, 1500, 1700, 2200
35
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-
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Supply and fabrication of Fe-500 D grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc.,complete as per Section 1600 of MORT&H Specifications (Fifth Revision).
143
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-
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Vibrated reinforced cement concrete of grade M40 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site but excluding cost of steel and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,potable water,hire charges for tools and plants including all other incidental charges, etc., complete for CRASH BARRIER ON INNER EDGE OF FOOTPATH as per Sections 811,1700 & 2703.3 of MORT&H Specifications (Fifth Revision).
25
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Poining with cement mortar 1:3 to revetment including cost and conveyance of metal , includingLabour Charges and all other incidental charges etc, complete.. -1 Cum
1202
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-
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Granular Sub Base with graded material (Table :- 400-1)Plant Mix Method Construction of granular sub base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for grading -V Material
240
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-
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Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement using ISS HBG graded metal,including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and Plants, compacting, curing with all leads for potable water, including all other incidental charges formwork, etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per Section 2702.2 & 1700 of MORT&H specifications (Fifth Revision).
412
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-
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Vibrated reinforced cement concrete M30 grade Design Mix, using 20mm ISS size hard broken granite graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights/depths hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BASE SLAB OF RCC RETAINING WALL as per MOR&H Vth specification No.1000, 1500, 1700, 2200
171
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-
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick in two layers of 125mm each specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
400
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Plain Cement Concrete of grade M15 ( Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying and curing concrete , potable water , Tools and plants and incidental charges etc., complete as per relevant standard specification, for Chute as per Sections 1000,1500 ,1700 & 2100 of MORT&H Specifications (Fifth Revision).
81.5
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Plain Cement Concrete of grade M15 ( Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying and curing concrete , potable water , Tools and plants and incidental charges etc., complete as per relevant standard specification, for Foundation TOE WALLS OF REVETMENTas per Sections 1000,1500 ,1700 & 2200 of MORT&H Specifications (Fifth Revision).
13.5
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Vibrated Cement Concrete M20 1:1.5:3 using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for PCC Retaining wall (Above Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2200
163
-
-
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APPROACH ROAD
Forming Embankment with Carted Earth with an average lead of 7.00Km including cost and conveyance of earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting using power roller, tamping, ramming under optimum moisture content to obtain the maximum density including hire and fuel charges for water sprinkler, power roller and all other incidental charges et. complete as per standard specification - 97% as per MORT&H No.305 (vth rev)
658.54
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Supply and fabrication of Fe-500 D grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc.,complete as per Section 1600 of MORT&H Specifications (Fifth Revision)
20
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GST @ 12% of above all Schedules (in figures)
1
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Supply of NP3 class RCC pipes 1000mm dia.pipes supplied by the contractor at his own cost specified below confiming to IS 458/1989cost of pipe as a finishedwork including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work siteas directed by the departmental officers etc., complete for Diversion road
300
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PCC Retaining wall
76
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Gravel Packing to revetment with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete. -1 Cum
189
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Providing and fixing of G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc.,complete as per Section 2705 of MORT&H Specifications (Fifth Revision).
18
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Forming Embankment with Carted Earth with an average lead of 8.00Km including cost and conveyance of earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting using power roller, tamping, ramming under optimum moisture content to obtain the maximum density including hire and fuel charges for water sprinkler, power roller and all other incidental charges et. complete as per standard specification - 97% as per MORT&H No.305 (vth rev)
1222
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Providing and laying of prime coat over WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete as per clause 502 of MORTH Rev.5
1598
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Providing and fixing seepage pipes of 110mm dia class.I PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill in Retaining Wall as per MOR&H Vth specification No.2706
-
-
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Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site but excluding cost of steel and fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete,working at heights ,hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENT AND RETURN WALL SUBSTRUCTURE as per Sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).
149
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Vibrated Reinforced Cement Concrete of grade M30 Design mix using 20mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but, including cost of form wok and centering, soft water all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALL as per MOR&H Vth specification No.1000, 1500, 1700, 2200
207
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filing, clearing up the site and disposal of all surplus materials etc., complete for Foundation of PCC Retaining Walls as per MORT&H No.304
120
-
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Vibrated Plain Cement Concrete of grade M15 ( Nominal mix 1:2:4) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing concrete ,laying,hire charges for Tools and plants, compacting,curing with leads for soft water, including all other incidental charges, form work etc., complete for BASE COURSE BELOW APPROACH SLAB,FOOTPATH RAMP & FOOTPATH RAMP as per Sections 1000, 1500, 1700 & 2074 of MORT&H Specifications (Fifth Revision).
23
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick in two layers of 125mm each specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
188
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