National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 Dec 2023
Closing Date4 Jan 2024
Tender Amount₹ 6,31,09,000
Costs
EMD
₹ 3,26,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HWAY_400080_1Bid Award Id
ViewTender No
TN.No.32/SI.No.01/ 2023-2024 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Compacted Cement Concrete of grade M10 (Nominal mix) using 40mm ISS size 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, mainlaining protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW FOOTING OF ABUTMENTS & PIERS as per Sections 1000,1500,1700 of MoRT&(H) Specifications (Fifth Revision).
34
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork,soft water,Iabour 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 FOOTING UNDER ABUTMENTS AND RETURN WALLS as per Section 1000, 1500 & 1700 of MoRT&(H) Specifications (Fifth Revision).
200
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS size HBG graded metal including cost and conveyance of all materials to 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 FOOTING UNDER PIERS as per Section 1000,1500 & 1700 of MoRT&(H) Specifications (Fifth Revision).
134
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm 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 work, 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 Below Sill Level as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications(Fifth Revision).
134
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm 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 work, 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 Above Sill Level as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications(Fifth Revision).
123
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm 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 work, 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
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm 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 work, 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 SINGLE COLUMN PIER BELOW SILL LEVEL - 1800mm dia as per Sections 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).
27
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm 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 work, 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 SINGLE COLUMN PIER ABOVE SILL LEVEL - 1800mm dia as per Sections 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).
17
-
-
Vibrated reinforced cement concrete M35 (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 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 as per section 1500, & 1700, 2200 of MORT&H Specifications (Fifth Revision). for CAPPING BEAMS OVER PIERS and PEDESTALS
103
-
-
Providing and fixing of ELASTOMERIC BEARING of size 400 x 300 x 64mm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete. As per section 2000 of MORT&H specifications (Fifth Revision ) and IRC: 83-2018 (Part-II).
307200
-
-
Vibrated reinforced cement concrete M35 (Design mix) using 20 mm 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 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 as per relevant standard specifications for T-BEAMS and CROSS BEAMS. as per section 1500, & 1700, 2300 of MORT&H Specifications (Fifth Revision)
166
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost and 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 DECK SLAB, KERBS & FOOTPATH as per Sections 1500,1700 and 2300 of MoRT&(H) Specifications (Fifth Revision).
323
-
-
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 and fabrication of steel but including cost of form work, 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 section 2703-3 of MORT&H Specifications (V Revision)
150
-
-
Vibrated Reinforced Cement Concrete of grade M40 (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 work, 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)
43
-
-
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 Galvanished Iron pipes and flats and fixing them in position, etc., complete. as per section 2705 of MORT&H Specifications (Fifth Revision)
30
-
-
Vibrated Reinforced Cement Concrete of grade M40 (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 work, 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 OVER RETURN WALLS as per Sections 811,1700 & 2703.3 of MoRT&H Specifications (Fifth Revision).
5
-
-
Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification of Road and Bridge works published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap prodived 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 all materials, cost of testing as per the MORTH specifications, including labour, equipment and incidental charges for fixng the joints complete in all respects, as per section 2600 of MoRT&H Specifications (Fifth Revision)
72
-
-
Compacted plain Cement Concrete of grade M15 (Nominal mix concrete) using 40mm ISS size HBG graded 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 all leads for soft water, including all other incidental charges for form work etc., complete, for BASE COURSE BELOW APPROACH SLAB AND FOOTPATH RAMP as per section 1500, & 1700, 2704 of MORT&H Specifications (Fifth Revision)
15
-
-
Vibrated reinforced cement concrete M35 (Design mix) using 20 mm 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 formworm, 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 FOOTPATH RAMP as per section 1500, 1700 of MORT&H Specifications (Fifth Revision)
9
-
-
Vibrated reinforced cement concrete M30 (Design mix) using 20 mm 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 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 APPROACH SLABS. as per section 1500, & 1700, 2704 of MORT&H Specifications (Fifth Revision)
16
-
-
Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement using ISS size 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).
614
-
-
Providing weep holes with Class I PVC seepage pipes of 100 mm dia of required lengths for abutments and wings 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)
85
-
-
Providing filter media behind the abutments and wings for 600mm thick using filter material, well packed with smaller sized 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 section CI.710.1.4 & Appendix -6 of IRC : 78-2014
138
-
-
Filling behind Abutments and Return walls with clean gritty gravel having ϕ value more than 35º 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 for as per section CI.710.1.4 & Appendix -6 of IRC : 78-2014
351
-
-
Supply and fabrication of Fe-500 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 laping 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)
121
-
-
Supply and fabrication of Fe-240 grade steel requiredfor all RCC Items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over laping 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)
5
-
-
Supply and fixing of High Quality of PVC pipes of 160mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in safety kerb. as per section 2706 of Morth specification Rev.5
491
-
-
Provision for Scheme Board Direction and Place Identification signs - Type IV. Providing and erecting Direction and place Identification Retro reflectorised sign made out of high Intensity Prismatic Grade sheeting confirming to type IV standards of IRC - 67: 2012 and ASTM D 4956-09. Specification and fixed over 2 mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angel and supported on a mild steel angel post 75 X 75 X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painte as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum co efficient of Retro - reflection as per Table 6.6 of IRC67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67.2012. (as per MORT & H Specification No 801) (For Sign having area more than 0.95qm) TYPE -IV
1.92
-
-
SUB ESTIMATE - DISMANTLING
Dismantling RR Stones masonry wall dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for RR masonry as per MORT & H specification 111,112,202
450
-
-
Dismantling PCC Hard bed Retaining wall and other structures dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for RR masonry as per MORT & H specification 111,112,202
506.25
-
-
Dismantling RCC Structure dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., as per MORT & H specification 111,112,202
4
-
-
Sub Estimate for Diversion Road Construction of Embackment with approved material of CBR 8 with all lead and lifts transporting to site spreading, grading to required slope and compacting to meet requirement of table 300-2 of Morth specification 95% compaction with a lead of 4 Km.
1687.5
-
-
Construction of subgrade and Earthern Shoulder with approved material obtained from areas shown in the separate drawing for each and every km having CBR value 8 and procter density and field density as per details enclosed transporting to site spreading, grading to required slope and compacting to meet requirement of table 300-2 of Morth specification 97% compaction with a lead of 4 Km.
619
-
-
Providing and laying Granular sub-base Grade-V 150mm thick 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 401,112,900.
85
-
-
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick 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
141
-
-
Proivding and laying of Prime coat using Emulsion Bitumen SS-1 at the rate of 7.00kg/sq.m over the WMM surface preparatory to another construction over it.(Cl.502 of MORT&H, Rev-V) as per Clause 502 of MORTH Rev-5 for Diversion road
563
-
-
Proivding and laying of Tack coat using Emulsion Bitumen RS-1 at the rate of 2.50kg/sq.m over the promer treated WMM surface preparatory to another construction over it.(Cl.503 of MORT&H, Rev-V) as per Clause 503 of MORTH Rev-5 for Diversion road
563
-
-
Providing laying and rolling of close graded premix carpet of compacted 20mm thickness 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 og 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 Rev5
563
-
-
Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for Diversion road as per the standard specification No.2900
80
-
-
Hoisting and Fixing of 1000 mm dia. NP 3 pipes to proper gradient including all Labour charges and all other incidental charges etc., Complete for Diversion road as per the standard specification No.2900
80
-
-
Earthwork including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 4.0 Kms. for formation of Divresion Road as per Standard Specification no.305
120
-
-
SUB ESTIMATE - APPROACH ROAD
Construction of Embackment with approved material of CBR 8 with all lead and lifts transporting to site spreading, grading to required slope and compacting to meet requirement of table 300-2 of Morth specification 95% compaction with a lead of 4 Km.
2153
-
-
Construction of subgrade and Earthern Shoulder with approved material obtained from areas shown in the separate drawing for each and every km having CBR value 8 and procter density and field density as per details enclosed transporting to site spreading, grading to required slope and compacting to meet requirement of table 300-2 of Morth specification 97% compaction with a lead of 4 Km.
790
-
-
Providing and laying Granular Sub-Base Grade- V consisting of 200 mm thick well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 112, 401, 900.
347
-
-
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick 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 for Approach road
434
-
-
Proivding and laying of prime coat using Bitumen Emulsion at the rate of 7kg per ten Square Metre over the WMM surface preparatory to another construction over it.(Cl.502 of MORT&H, Rev-V)
1735
-
-
Proivding and laying of Tack coat using Bitumen Emulsion at the rate of 2.50kg per ten Square Metre over the treated WMM surface preparatory to another construction over it.(Cl.503 of MORT&H, Rev-V)
1735
-
-
Providing, laying of 60mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cumof13.20-2.36mm and 0.23cum of 2.36mm&below and with 53.20Kgs of VG30 Grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in Central Ho tMix Plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 75mm using paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc.,including labour for attending to paver at site etc.,including hire and fuelcharges for 20-30 ton CMP with bitumen boiler, tippertrucks, PaverFinisher, Vibratoryrollers and all other tools and plant required ,including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5
93
-
-
Providing, laying of 50mm consolidated thick Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cumof13.20-2.36mm and 0.23cum of 2.36mm&below and with 53.20Kgs of VG30 Grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in Central Ho tMix Plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 75mm using paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc.,including labour for attending to paver at site etc.,including hire and fuelcharges for 20-30 ton CMP with bitumen boiler, tippertrucks, PaverFinisher, Vibratoryrollers and all other tools and plant required ,including all other incidental charges etc.,complete as per specification using CMP as per clause 504 MORTH Rev-5
9.38
-
-
Providing and laying Bituminous Concrete 30 mm thickness which work shall consist of construction using coarse aggregates premixed with VG 30 Grade Bitumen at the rate of 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH&H-V No. 111, 112, 507.
53
-
-
SUB ESTIMATE - RCC RETAINING WALL A1 SIDE
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20 B, including cost of all labour, equipments and all other incidental charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps grubs 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 RETAINING WALLS.. as per MORT&H Vth Revision 304
441
-
-
Plain Cement Concrete of Grade M-10, Nominal Mix, 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant specification for BASE COURSE BELOW FOOTINGS OF RCC RETAINING WALLS as per MORT&H Vth Revision 1000, 1500, 1700
21
-
-
Vibrated reinforced cement concrete M30 grade, Design mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for FOOTING OF RETAINING WALLS. as per section 1000, 1500 & 1700 of MORT&H specification
163
-
-
Vibrated reinforced cement concrete M30 grade, Design mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for STEM RETAINING WALLS. Below ground level as per MORT&H Specificaton No.1000, 1500, 1700, 2200
46
-
-
Vibrated reinforced cement concrete M30 grade, Design mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for STEM RETAINING WALLS. Above ground level as per MORT&H Specificaton No.1000, 1500, 1700, 2200
110
-
-
Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE RETAINING WALLS, . as per MOR&H Vth specification No.2706
69
-
-
Supply and fabrication of Fe-500 (HYSD) 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 laping 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 cl 1600 of MORT&H specification (V Revision)
14.6
-
-
Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Broken Parapet as per sec 1000,1500,1700 of Morth specification rev-5.
6.5
-
-
SUB ESTIMATE - PCC RETAINING WALL at A1 and A2 Side Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20 B, including cost of all labour, equipments and all other incidental charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and constructions, 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 RETAINING WALLS. as per MORT&H Vth Revision 304
-
-
-
A1 side
263
-
-
A2 side
345
-
-
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS. MORTH No.1000,1500,1700
-
-
-
A1 side
52.5
-
-
A2 side
68
-
-
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS. Below ground Level MORTH No.1000,1500,1700 & 2200
-
-
-
A1 side
145
-
-
A2 side
182
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-
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS. Above groung level MORTH No.1000,1500,1700 & 2200
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A1 side
101
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A2 side
158.5
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Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE ABUTMENTS AND WINGS, . as per MORT&H Vth specification No.2706
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A1 side
46
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A2 side
54
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Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4, Using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, FOR Broken parapets as per MORT&H Vth Revision 1000, 1500, 1700
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A1 side
6.5
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A2 side
9
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SUB ESTIMATE - Box Culvert Dismantling culverts bridges and other structures dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for RR masonry as per MORT & H specification 111,112,202
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At Approch portion
14.2
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At Branch road
14.2
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Dismantling culverts bridges and other structures dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for RCC Slab as per MORT & H specification 111,112,202
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At Approch portion
7.5
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At Branch road
5.63
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Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION as per MORTH Specification 304
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At Approch portion
104
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At Branch road
52
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Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT and FOOTING OF WING WALL as per MORTH Specification 1000,1500,1700.
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At Approch portion
15
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At Branch road
9
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Vibrated Reinforced Cement Concrete M25 (Design mix) using ISS HBG 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 formwork and centering, 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 Bottom of Slab, Side Walls and Top Slab of Box Culvert as per MORTH Specification 1000,1500,1700,2200.
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At Approch portion
168
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At Branch road
57
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Vibrated Cement Concrete of Grade M-15, Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Parapet over Culvert as per MORTH Specification 1000,1500,1700.
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At Approch portion
4
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At Branch road
3
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Supply and Fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and 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, Fe-500 grade-1 MT.
For bars upto 16mm dia. as per MORTH Specification 1600.
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At Approch portion
10.7
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At Branch road
3.6
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Supply and Fabrication of Fe-240 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and 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, Fe-240 grade-1 MT.
For bars 8mm dia. as per MORTH Specification 1600.
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At Approch portion
0.52
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At Branch road
0.3
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Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top slab of Box culvert as per MORTH Specification 2702.2.
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At Approch portion
70
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At Branch road
26
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Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete as per MORTH Specification 2706.
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At Approch portion
2
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At Branch road
2
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Sub Estimate for Painting Painting two coats with approved Cement Paint over the priming coat surface using first class cement paint over the cement plastered surface including cost and conveyance and all labour charges for cleaning, preparing the surface painting and curing all etc., complete.
2311
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Painting two coats with ready mix Plastic Emulsion Paint using first quality plastic enamal paint over the priming coat surface over the cement plastered surface including all cost and conveyance and all labour charges for cleaning, preparing the surface, painting and curing etc., complete.
693
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Sub Total Bid Price (in figures)
1
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GST @ 18% of above all Schedules (in figures)
1
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