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 Date27 Dec 2023
Closing Date11 Jan 2024
Tender Amount₹ 9,01,31,000
Costs
EMD
₹ 4,61,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HWAY_402674_1Bid Award Id
ViewTender No
TN.No.34/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
Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm ISS size HBG graded metal Bored-cast-in situ piles of 1000mm diameter, as per CI.709.1.9 of IRC:78-2014, Including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same from on pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200m including forming of working platform over the river bed for accomadating piling equipments forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pile cap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERS as per Sections 1100 , 1500 & 1700 of MoRT&(H)Specifications (Fifth Revision).
570
-
-
Compacted cement concrete of grade M15(Nominal mix) using 40 mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement as site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW PILE CAP OF ABUTMENTS & PIERS as per Sections 1100 & 1704.3 of MoRT&(H) Specifications (Fifth Revision).
19
-
-
Vibrated reinforced cement concrete 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 framework, soft water, labour charges for mixing, transporting, laying curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc,. complete as per relevant standard specification for PILECAPS UNDER ABUTMENT, RETURN WALLS AND PIERS as per Sections 1100,1500 & 1700 of MoRT&(H) Specifications (Fifth Revision).
295
-
-
Vibrated reinforced cement concrete 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 frame 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 as per Sections 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).
135
-
-
Vibrated reinforced cement concrete M35 (Design mix) using 20mm ISS size HBG graded metal Including cost and conveyance of all materials to site excluding cost of cement at site, but excluding cost of 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).
19
-
-
Vibrated reinforced cement concrete M35 (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 PIERS – 1500mm dia as per Sections 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).
22
-
-
Vibrated reinforce cement concrete M35 (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 CAPPING BEAM OVER PIERS as per Sections 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).
85
-
-
Providing and fixing of Elastomeric bearing of size 500 x 300 x 80mm 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:83-2015 (Part-II).
432000
-
-
Vibrated reinforce cement concrete M35 (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 as per relevant standard specification for T-BEAM and CROSS BEAMS as per Sections 1500, 1700 & 2300 of MoRT&(H) Specifications (Fifth Revision).
307
-
-
Vibrated reinforce cement concrete M35 (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 as per DECK SLAB WITH KERBS as per Sections 1500, 1700 & 2300 of MoRT&(H) Specifications (Fifth Revision).
421
-
-
Vibrated reinforce cement concrete 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 DECK & RETURN WALLS as per Sections 811, 1700 & 2703.3 of MoRT&(H) Specifications (Fifth Revision).
92
-
-
Providing and fixing of G.I Drainage spouts 100mm dia asper 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).
48
-
-
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).
70
-
-
Compacted Plain cement concrete of grade M15( Nominal mix) using 40mm ISS size HBG graded metal, including cost and conveyance of all material of 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, form work etc, complete, for BASE COURSE BELOW APPROACH SLAB & SAFETY KERB RAMP as per Section 1500 & 1704.3 & 2704 of MoRT&(H) Specifications (Fifth Revision).
11
-
-
Vibrated reinforce cement concrete of grade M35 (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 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 SAFETY KERB RAMP as per Sections 1500 & 1700 of MoRT&(H) Specifications (Fifth Revision).
3
-
-
Vibrated reinforce cement concrete of grade M30 (Design mix) using 20mm ISS size HBG graded metal Including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel including cost of form work, labour charges mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete for APPROACH SLAB as per Sections 1500, 1700 & 2704 of MoRT&(H) Specifications (Fifth Revision).
16
-
-
Vibrated reinforce 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 as 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).
1041
-
-
Providing weep holes with Class 1 PVC pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing, etc,. complete to drain the backfill as per Section 2706 of MoRT&(H) Specifications (Fifth Revision).
86
-
-
Providing FILTER MEDIA behind Abutment and Return walls for 600mm thickness using filter material well packed with smaller size toward the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete as per CI.710.1.4 & Appendix – 6 of IRC: 78-2014. Behind Abutments A1 & A2.
92
-
-
Filling behind Abutments and Return walls with filling material having Ø value more than 35°,including cost and conveyance to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete as per CI.710.1.4 & Appendix – 6 of IRC: 78-2014 & CI.305 of MoRT & (H) Specifications (Fifth Revision).
215
-
-
Supply and fabrication of Fe-500D 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).
195
-
-
Supply and fabrication of Fe-240 grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over 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).
7
-
-
Supply and fixing of High quality of PVC Duct pipes of 160 mm dia 4 Kg/cm2 including cost and conveyance of pipes to the sie and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths as per Section 2706 of MORT&H Specifications (Fifth Revision).
584
-
-
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
-
-
DiversionRoad: 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 18km for formation of Diversion Road.(95% compaction) MORT&H 305
3552
-
-
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 18km for formation of Diversion Road.(97% compaction) MORT&H 305
797
-
-
Construction of Granular Sub-Base (Gr-V) by providing close graded materials, 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.
141
-
-
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 subbase / 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.
235
-
-
Providing and laying Prime coat over WMM surface (treated with primer) using 7.00 kg. of Emulsion bitumen (S.S-1) per 10 sqm. for prepatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidentals charges etc., complete as per clause 502 of MORTH Rev-5.
938
-
-
Providing and laying Tack coat over WMM surface (treated with primer) using 2.50 kg. of Emulsion bitumen (R.S-1) per 10 sqm. for prepatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidentals charges etc., complete as per clause 503 of MORTH Rev-5.
938
-
-
Providing laying and rolling of close graded premix carpet of compacted 20mm thickness using using 0.0162 cum of 13.20-11.20mm, 0.1404 cum of 11.2-5.6mm, 0.0729 cum of 5.60-2.80mm, 0.0405 cum of 2.80mm and below (Type B) graded HBG metal using 19kg of VG30 bitumen for 10sqm including premixing at CMP, conveyance by tipper lorry, laying by paver finisher and rolling by Vibratory Roller including cost and conveyance of all materials, hire charges of all T&P all labour charges, fuel and and all other incidental charges etc., Complete as per specification using CMP as per clause 508 of MORTH Rev-5.
938
-
-
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 Diverison road.MORT&H - 2900
313
-
-
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 Diverison road,MORT&H - 2900
313
-
-
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 18.0 Kms. for formation of Divresion Road,MORT&H - 305
200
-
-
Providing sand bags as support to the diversion road including cost, conveyance and all labour charges for filling the sand bags stitching, conveyance and laying in proper position including all incidental charges etc., complete.
259
-
-
Dismantling the existing bridge: Dismantling Plain cement concrete in the existing causeway and clearing away from the worksite as directed by the departmental officers including all labour and incidental charges etc., complete,MORT&H - 202
2874
-
-
Dismantling Reinforced cement concrete in the existing causeway and clearing away from the worksite as directed by the departmental officers including all labour and incidental charges etc., complete. MORT&H - 202
178
-
-
Construction of RCC retaining wall in A1 side: Earthwork excavation in all classes of soils and depositing on bank with all leads and lifts as per SS20B including cost of all labour,materials, tools, equipments and all incidental charges and sheeting,shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions,trimming of bottom of excavation back filing,clearing up the site and disposal of all surplus materials etc., complete as per MORT&H No.304 for Foundation of RCC Retaining Walls.
618
-
-
Compacted Cement Concrete of Grade M15 (Nominal mix 1:2:4) using 40 mm ISS size HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting , curing and all incidetal charges etc., complete, Levelling course for base slab of RCC Retaining wall as per MORT&H Specification No.1000,1500,& 1700.
30
-
-
Vibrated Reinforced Cement Concrete of Grade M30 using 20 mm ISS size HBG Graded metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting , curing and all incidetal charges etc., complete, for Base slab of RCC Retaining Wall as per MORT&H No.1000,1500,1700 & 2200
135
-
-
Vibrated Reinforced Cement Concrete of Grade M30 using 20 mm ISS size HBG Graded metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting , curing and all incidetal charges etc., complete, for Stem of RCC Retaining Wall (Below Ground Level) as per MORT&H No.1000,1500,1700 & 2200
62
-
-
Vibrated Reinforced Cement Concrete of Grade M30 using 20 mm ISS size HBG Graded metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting , curing and all incidetal charges etc., complete, for Stem of RCC Retaining Wall (Above Ground Level) as per MORT&H No.1000,1500,1700 & 2200
111
-
-
Supply and fabrication of Fe-500 D 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 1600 of MORT&H Specifications (Fifth Revision)
15.5
-
-
Vibrated Cement Concrete of grade M15(Nominal mix ) using 40mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing concrete, laying, hire charges for Tools and Plants, and incidental charges etc., complete, as per relevant standard Specification for BROKEN PARAPET OVER RETAINING WALL 1000,1500 & 1700 OF MORT&H SPECIFICATIONS (V Revision)
11
-
-
Providing and fixing 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 cl.2706 of MORT&H Specification (V Revision)
87
-
-
Construction of RCC retaining wall in A2 side: Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour,materials, tools, equipments and all incidental charges and sheeting,shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions,trimming of bottom of excavation back filing,clearing up the site and disposal of all surplus materials etc., complete as per MORT&H No.304 for Foundation of RCC Retaining Walls.
618
-
-
Compacted Cement Concrete of Grade M15 (Nominal mix 1:2:4) using 40 mm ISS size HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting , curing and all incidetal charges etc., complete, Levelling course for base slab of RCC Retaining wall as per MORT&H Specification No.1000,1500,&1700
30
-
-
Vibrated Reinforced Cement Concrete of Grade M30 using 20 mm ISS size HBG Graded metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting , curing and all incidetal charges etc., complete, for Base slab of RCC Retaining Wall as per MORT&H No.1000,1500,1700 & 2200
135
-
-
Vibrated Reinforced Cement Concrete of Grade M30 using 20 mm ISS size HBG Graded metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting , curing and all incidetal charges etc., complete, for Stem of RCC Retaining Wall (Below Ground Level) as per MORT&H No.1000,1500,1700 & 2200
62
-
-
Vibrated Reinforced Cement Concrete of Grade M30 using 20 mm ISS size HBG Graded metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting , curing and all incidetal charges etc., complete, for Stem of RCC Retaining Wall (Above Ground Level) as per MORT&H No.1000,1500,1700 & 2200
111
-
-
Supply and fabrication of Fe-500 D 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 1600 of MORT&H Specifications (Fifth Revision)
15.5
-
-
Vibrated Cement Concrete of grade M15(Nominal mix ) using 40mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing concrete, laying, hire charges for Tools and Plants, and incidental charges etc., complete, as per relevant standard Specification for BROKEN PARAPET OVER RETAINING WALL 1000,1500 & 1700 OF MORT&H SPECIFICATIONS (V Revision)
11
-
-
Providing and fixing 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 cl.2706 of MORT&H Specification (V Revision)
87
-
-
Construction of PCC retaining wall in A1 & A2 side: Earth work excavation in al classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS208, 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 sits and disposal of all surplus materials etc, complete as per relevant standard specification for FOUNDATION OF PCC RETAINING WALLS. MORT&H-304.
315
-
-
Vibrated Cement Concrete of Grade M-20, Nomional Mix, 1:1.5:3 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, etc, complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS, MORT&H - 1000,1500,1700
63
-
-
Vibrated Cement Concrete of grade M20 Nominal Mix. 1:2:4, using 40mm ISS size HBG graded 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 the ground level) MORT&H - 1000,1500,1700,2200
174
-
-
Vibrated Cement Concrete of grade M20 Nominal Mix. 1:1.5:3, using 40mm ISS size HBG graded 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 the ground level) MORT&H - 1000,1500,1700,2200.
154
-
-
Providing and fixing 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 cl.2706 of MORT&H Specification (V Revision)
124
-
-
Vibrated Cement Concrete of grade M15(Nominal mix ) using 40mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing concrete, laying, hire charges for Tools and Plants, and incidental charges etc., complete, as per relevant standard Specification for BROKEN PARAPET OVER RETAINING WALL 1000,1500 & 1700 OF MORT&H SPECIFICATIONS (V Revision)
11
-
-
Forming of Approach Road: Clearing and grubbing Light Jungle by cutting, removing and disposing of all materials such as bushes,shrubs,stumps,roots,grass,weeds,top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 300mm girth.
288
-
-
Forming embankment with carted earth of 8 CBR with 18Km lead including cost and conveyance of all materials to site necessary for the construction of road way in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for formation of the Roads.(95% compaction) MORT&H - 305
853
-
-
Forming embankment with carted earth of 8 CBR with 18Km lead including cost and conveyance of all materials to site necessary for the construction of road way in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for formation of the Roads.(97% compaction) MORT&H - 305
929
-
-
Construction of Granular Sub-Base (Gr-V) by providing close graded materials, 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.
225
-
-
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 subbase / 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.
375
-
-
Providing and laying Prime coat over WMM surface (treated with primer) using 7.00 kg. of Emulsion bitumen (S.S-1) per 10 sqm. for prepatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidentals charges etc., complete as per clause 502 of MORTH Rev-5.
1497
-
-
Providing and laying Tack coat over WMM surface (treated with primer) using 2.50 kg. of Emulsion bitumen (R.S-1) per 10 sqm. for prepatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidentals charges etc., complete as per clause 503 of MORTH Rev-5.
1497
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-
Providing and laying 50 mm consolidated thick Bituminous Macadam using 0.24 cum. Of 26.50-13.20mm, 0.25 cum. Of 13.20-2.36 mm and 0.23 cum. Of 2.36 mm & below and with 53.20 kgs. Of VG 30 bitumen for premixing per 10 sqm. Including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with 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 charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory / pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 504 MORTH Rev-5.
75
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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 mm and below with 50.30 kgs. of VG 30 bitumen for premixing per 10 sqm. including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory / pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory / pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 MORTH Rev-5.
45
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Painting the Bridge: 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.
3580
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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.
808
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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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