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 Date19 Jan 2024
Tender Amount₹ 19,35,19,000
Costs
EMD
₹ 9,78,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HWAY_400096_1Bid Award Id
ViewTender No
TN.No.33/SI.No.01/ 2023-2024 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Earth work excavation in Soft Disintegrated Rock and Soft Rock not requiring blasting and depositing on bank, with all leads and lifts as per SS20B, 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 obstructions, trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc, complete as per relevant standard specification for PILE CAPS UNDER PIERS as per Section 300 of MORT&H Specifications (Fifth Revision)
50
-
-
Providing and driving in position permanent MS liners for piles from bottom of pile cap 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 requirment and as per standard specification, and placing them in position with all leads. and lifts etc. complete as per section 1100 & 1600 of MORT&H Specifications (V Revision).
36
-
-
Vibrated Reinforced Cement Concrete cast-in-situ bored piles of 1000mm diameter in RCC using M35 (Design mix) using 20 mm ISS HBG metal with minimum cement content of 400 kg per cu. m maximum water cement ratio of 0.4 and slump of 150-200 mm by tremie concreting 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 piling pilecap, including diversion of water course if necessary and all other incidental charges equipment, shifting the same from one pile location to another pile location concreting setting up of 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 platform, mixing concrete filling it position by tremie pipe, cutting of pile head to cut-off level for casting etc., complete as per standard specifications. forming and maintaining protective bunds and all other incidental charges etc. complete for PILES BELOW PIERS as per section 1100 & 1700 of MORT&H Specifications (V Revision).
430
-
-
Cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and Incidential charges such as bailing out water, maintaining of protective bunds.cofferdams.shoring, struting etc; complete as per bunds,cofferdams, shoring struting etc complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAP as per section 1100 of MORT&H Specifications (V Revision)
20
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, Labour charges for mixing, transportation, laying and curing concrete, working at depths. Tools and plants and incidental charges such as bailing out water, maintaing of protective bunds, coffer dams, shoring, strutting etc., complete as per relevant standarad specification for PILES as per section 1100, 1500 & 1700 of MORT&H Specifications (V Revision)
387
-
-
Plain Cement Concrete of grade M35 (Design mix) using 20mm 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 incidential charges such as balling out water, maintaining protective bunds, cofferdams, shoring, structing etc. complete as per relevant standard specification, for LEVELLING COURSE BELOW FOOTING UNDER ABUTMENTS & PIERS to provide even surface as per Sections 2100 of MORT&H Specifications (Fifth Revision)
48
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS 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, structing etc, complete as per relevant standard specification for FOOTING UNDER ABUTMENTS AND RETURN WALLS as per Section 2100, 1500 & 1700 of MORT&H Specifications (Fifth Revision)
483
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG gras metal including cost and conveyance of all materials to site excluding cost of steel but including cost formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, working a depths, hire charges for tools and plants, including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, structing etc, complete as per relevant standard specification for FOOTING UNDER PIERS as per Section 2100,1500 & 1700 of MORT&H Specifications (Fifth Revision)
235
-
-
Vibrated Reinforced Cement Concrete of grade 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 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 ABUTMENTS & RETURN WALLS as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision)
294
-
-
Vibrated Reinforced Cement Concrete of grade 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 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 CIRCULAR PIERS (1800 DIA) as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision)
315
-
-
Cement concrete M15 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing transporting, laying and curing and compacting concrete, etc., complete as per relevant standard specification, for FILLING THE TRENCHES AROUND FOOTING UPTO THE DEPTH OF EMBEDMENT as per C1.707.4.6 of IRC 78:2014 & section 2100 of MORT&H Specifications (Fifth Revision).
182
-
-
FILLING THE TRENCHES AROUND FOOTING for a depth above 1.5m boulders grouted with Cement upto top of rock as per CL707.4.6 of IRC 78:2014 & section 2100 of MORT&H Specifications (Fifth Revision)
234
-
-
Vibrated Reinforced Cement Concrete of grade 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 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)
17
-
-
Vibrated Reinforced Cement Concrete of grade 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 for CAPPING BEAM OVER PIERS as per Sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision)
274
-
-
Vibrated Reinforced Cement Concrete of grade 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 for PEDESTAL OVER ABUTMENTS & PIERS as per Sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision)
12
-
-
Providing and fixing Elastomeric bearing of size 400 x 300 x 80 mm 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)
1094400
-
-
Vibrated Reinforced Cement Concrete of grade 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 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 as per relevant standard specification for T-BEAMS and CROSS BEAMS as per Sections 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision)
798
-
-
Vibrated Reinforced Cement Concrete of grade 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 relevant standard specification for DECK SLAB & KERB & Safety kerb as per Sections 1500, 1700 and 2300 of MORT&H Specifications (Fifth Revision)
1209
-
-
Vibrated Reinforced Cement Concrete of grade M40(Design mix) using 20mm 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, eto, complete as per relevant standard specification for CRASH BARRIER OVER DECK SLAB & RETURN WALLS as per Sections 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Revision)
229
-
-
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)
152
-
-
Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridge Works published by Ministry of Surface Transport (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 all 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)
199
-
-
Vibrated Plain Cement Concrete of grade M15 (Nominal mix) 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, transporting, laying, and curing concrete, working at heights, hire charges for Tools and plants, with all leads for potable water, including all other incidental charges, form work etc.. complete, for BASE COURSE BELOW APPROACH SLAB & SAFETY KERB RAMP as per Sections 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision)
11
-
-
Vibrated Reinforced Cement Concrete of grade 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 including cost of form work, labour charges mixing, transporting, laying. curing concrete, potable water, working at heights, hire charges for tools and plants including all other incidental charges etc, complete for APPROACH SLAB as per Sections 1500,1700 & 2704 of MORT&H Specifications (Fifth Revision)
16
-
-
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20 mm ISS HBG grad 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 as per relevant standard specification for SAFETY KERB RAMP as per 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision)
3
-
-
Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement using 20mm 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 of MORT&H Specifications (Fifth Revision)
2897
-
-
Providing and fixing Class 1 PVC seepage pipes of 100 mm dia of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain from the backfill as per Section 2706 of MORT&H Specifications (Fifth Revision)
93
-
-
Providing FILTER MEDIA behind Abutments and Return walls for 600mm thickness using filter material well packed 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 CI.710.1.4 & Appendix-6 of IRC: 78-2014.
152
-
-
Filling behind Abutments and Return walls with clean gritty gravel including cost and conveyance of gravel to work site, 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 as per CL.710.1.4 & Appendix-6 of IRC:78-2014 and Section 305 of MORT&H Specifications (Fifth Revision)
350
-
-
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).
487
-
-
Supply and fabrication of Fe-240 grade-1 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).
19
-
-
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 saftey kerb. as per Section 2706 of MORT&(H) Specifications (Fifth Revision).
1548
-
-
Earthwork excavation in all classes of soils, except rock, not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, Including all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds wherever necessary etc., complete, as per relevant standard specifation, for DRESSING THE BED UP TO SILL LEVEL as per section 300, 304 of MORT&H Specifications (Fifth Revision)
694
-
-
Dismantling Outcrop Hard rock measured in solid requiring blasting in upstream and downstream side of river and clearing away from the work site and carefully stacking the usefull materials for reuse on the bridge side as directed by the departmental officers including cost of all labour, equipments and all incidental charge complete as per (Specification No.111,112,202)
1213
-
-
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 0.90sqm) TYPE -IV
1.92
-
-
RCC Retaining Wall A1 & 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 SS20B, 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 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 RCC RETAINING WALLS as per clause No.304 of MORT&H Vth rev..
1000
-
-
Vibrated Cement Concrete of Grade M-10, Nominal Mix, 1:2:4 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 standard specification for BASE COURSE BELOW FOOTINGS OF RCC RETAINING WALLS as per clause No.1000, 1500, 1700 of MORT&H Vth rev.
40
-
-
Vibrated Reinforced Cement Concrete M-30, (Design Mix) using 20mm ISS graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTINGS OF RCC RETAINING WALLS as per clause 1000, 1500, 1700 of MORT&H Vth rev.
294
-
-
Vibrated Reinforced Cement Concrete M-30, ( Design Mix) using 20mm ISS graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS. Below ground level as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
116
-
-
Vibrated Reinforced Cement Concrete M-30, (Design Mix) using 20mm ISS graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS. Above ground level as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
185
-
-
Providing and fixing seepage pipes of 100mm dia. 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 WALLS as per clause No.2706 of MORT&H Vth rev.
71
-
-
Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, 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 overlapping 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 as per clause No.1600 of MORT&H Vth rev
28.5
-
-
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 clause No.1000, 1500, 1700 of MORT&H Vth rev
17
-
-
PCC Retaining wall A1 & A2 side:
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 incidential 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 WALL as per clause No.304 of MORT&H Vth rev.
525
-
-
Vibrated Cement concrete of Grade M-20, Nominal mix, 1:1.5:3, using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for FOOTING OF RETAINING WALL as per clause 1000, 1500, 1700.
105
-
-
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL (Below Sill) as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
290
-
-
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL (Above Sill) as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
252
-
-
Providing and fixing of Seepage Pipes of 100mm dia. using PVC pipes of requied lengths for 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 metals at the periphery and labour charges for fixing, etc., to drain of the backfill in the RETAINING WALL as per clause No.2706 of MORT&H Vth rev.
124
-
-
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 Over RETAINING WALL as per clause No.1000, 1500, 1700 of MORT&H Vth rev
18
-
-
Box Culvert 3 Cell 3x3 - A1 Side:
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 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 BOX CULVERT as per MORT&H Vth specification No.111,112,304.
274.96
-
-
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for Box culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2100, 2200.
37.17
-
-
Vibrated Reinforced Cement Concrete M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including soft water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification for Base Slab, Cover Slab, Side walls and Top Slab excluding Cost of Steel for culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
205.58
-
-
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm 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, 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 Stem of Wing Wall Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
76.5
-
-
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 but excluding cost and fabrication of steel but 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 Parapet over Box Culvert and wing wall as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
5.8
-
-
Providing and fixing PVC seepage pipes of 100mm 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 in between abutment and wings as per MOR&H Vth specification No.2706
8
-
-
Supply and fabrication of Fe.500D 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 overlapping to the required length whenever 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 as per MORT&H Vth specification No.1600
16.51
-
-
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and 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 othccer incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
119.21
-
-
Filling the earthwork gap in Box Culvert with Stone Dust 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 for water and all other incidental charges etc, complete as per MORT&H Vth specification No.1000
19.98
-
-
Box Culvert 3 Cell 3x3 - A2 Side:
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 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 BOX CULVERT as per MORT&H Vth specification No.111,112,304.
242.14
-
-
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for Box culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2100, 2200.
33.89
-
-
Vibrated Reinforced Cement Concrete M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including soft water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification for Base Slab, Cover Slab, Side walls and Top Slab excluding Cost of Steel for culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
191.77
-
-
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm 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, 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 Stem of Wing Wall Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
76.5
-
-
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 but excluding cost and fabrication of steel but 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 Parapet over Box Culvert and wing wall as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
5.8
-
-
Providing and fixing PVC seepage pipes of 100mm 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 in between abutment and wings as per MOR&H Vth specification No.2706
8
-
-
Supply and fabrication of Fe.500D 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 overlapping to the required length whenever 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 as per MORT&H Vth specification No.1600
13.97
-
-
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and 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, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
97.73
-
-
Filling the earthwork gap in Box Culvert with Stone Dust 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 for water and all other incidental charges etc, complete as per MORT&H Vth specification No.1000
16.38
-
-
Box Culvert Single Cell 5x3 with Earth Cushion:
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 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 Box Culvert as per MORT&H Vth specification No.304
94.51
-
-
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200.
10.87
-
-
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 MORT&H Vth specification No.1000, 1500, 1700, 2200.
127.82
-
-
Supply and fabrication of Fe.500D 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 overlapping to the required length whenever 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 as per MORT&H Vth specification No.1600
13.98
-
-
Vibrated Reinforced Cement Concrete M-40, Grade Design Mix, using ISS 20mm graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS OVER Box Culvert as per section 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Revision).
3.42
-
-
Box Culvert Single Cell 4x3 with Earth Cushion:
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 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 Box Culvert as per MORT&H Vth specification No.304
78.88
-
-
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200.
9.73
-
-
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 MORT&H Vth specification No.1000, 1500, 1700, 2200.
94.03
-
-
Supply and fabrication of Fe.500D 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 overlapping to the required length whenever 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 as per MORT&H Vth specification No.1600
10.08
-
-
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 but excluding cost and fabrication of steel but 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 Parapet over Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
2.61
-
-
Forming Approach Road A1 & A2 Side: Construction of embankment 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 MORT&H as per class 305 specification 95% compaction with a lead of 5 km.
2875
-
-
Construction of sub grade and earthern shoulders with approved materials 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 MORT&H as per class 305 specification 97% Compaction with a lead of 5 km.
749
-
-
Construction of Granular Sub-Base Grade III of 100mm 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 for formation of Approach road as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)
181
-
-
Construction of Granular Sub-Base Grade V of 120mm 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 for formation of Approach road as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)
217
-
-
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as per clause 406 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,406,900)
451
-
-
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as per Clause 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900)
1801
-
-
Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)
1801
-
-
Providing and laying 60mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP for formation of Approach road as per clause 504 of MORTH.Rev.5.(Specification Number as per MORTH Rev.V 111,112,505,900).
109
-
-
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP for formation of Approach road as per clause 507 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,507,900)
55
-
-
Service Road A1 & A2 Side:
Construction of sub grade and earthern shoulders with approved materials 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 MORT&H as per class 305 specification 97% Compaction with a lead of 5 km.
879
-
-
Construction of Granular Sub-Base Grade V of 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 for formation of Service road as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)
175
-
-
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Service road as per clause 406 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,406,900)
291
-
-
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Service road as per Clause 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900)
1163
-
-
Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Service road as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)
1163
-
-
Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP for formation of Service road as per clause 504 of MORTH.Rev.5.(Specification Number as per MORTH Rev.V 111,112,504,900).
59
-
-
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP for formation of Service road as per clause 507 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,507,900)
35
-
-
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.
9776.08
-
-
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.
1303.51
-
-
Sub Total Bid Price (in figures)
1
-
-
GST @ 18% of above all Schedules (in figures)
1
-
-
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