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₹ 8,38,63,000
Costs
EMD
₹ 4,29,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HWAY_402721_1Bid Award Id
ViewTender No
TN.No.34/SI.No.02/ 2023-2024 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Vibrated Plain Cement concrete of grade M15 (Nominal mix) using 40 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including portable water, labour charges for mixing, transporting, laying compacting and curing concrete tools and plants and incidental charges such as baling out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for LEVELLING COURSE BELOW FOUNDATION OF ABUTMENTS AND PIERS. as per section 1100 of MORT&H Specifications (V- Revision)
15
-
-
Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel 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 specifications for PILE CAPS UNDER ABUTMENT, RETURNS WALLS AND PIERS. as per section 1100, 1500, & 1700 of MORT&H Specifications (V- Revision)
365
-
-
Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges etc., complete as per relevant standard specifications for ABUTMENTS & RETURN WALL SUBSTRUCTURE as per section 1500, & 1700, 2200 of MORT&H Specifications (Fifth Revision)
144
-
-
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 form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, portable water, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications for BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per section 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, portable water, hire charges for tools and plants including all other incidental charges etc., complete for PIERS - 1600mm dia as per section 1500, & 1700, 2200 of MORT&H Specifications (Fifth Revision) .
28
-
-
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)
47
-
-
Providing and fixing of Elastomeric bearing of size 40 x 30 x 8.0 cm 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)
230400
-
-
Vibrated reinforced 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, 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)
168
-
-
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 DECK SLAB, KERBS & SAFETY KERB as per Sections 1500,1700 and 2300 of MORT&H Specifications (Fifth Revision).
255
-
-
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, etc., complete as per relevant standard specification for CRASH BARRIER as per Sections 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Revision)
52
-
-
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)
32
-
-
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)
50
-
-
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 soft 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, 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 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)
652
-
-
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 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 IN APPROACH PORTION as per 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision)
3
-
-
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 section 2706 of MORT&H Specifications (Fifth Revision)
60
-
-
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 Cl.710.1.4 & Appendix-6 of IRC: 78-2014.
90
-
-
Filling behind Abutments and Return walls with filling material having dia value more than 35' including cost and conveyance 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)
145
-
-
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)
161
-
-
Supply and fabrication of Fe-240 (mild steel grade - 1) required for all RCC items of works involved in the schedule including cost of steel at site cost of providing and cost for 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
-
-
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
-
-
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 footpaths.
362
-
-
Earth work excavation in all classes of soils/ soft disintegrated rock and soft 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 UPTO SILL LEVEL.
540
-
-
DISMANTLING THE EXISTING HARD BED
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
1518
-
-
DIVERSION ROAD:
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 specification 95% compaction with a lead of 4 km as per clause 305 of MORTH Rev-5.
1805
-
-
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 specification 97% Compaction with a lead of 4 km as per clause 305 of MORTH Rev-5.
660
-
-
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 Diversion road as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)
90
-
-
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 Diversion road as per clause 406 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,406,900)
150
-
-
Proivding and laying of Prime coat using Emulsion Bitumen SS-1 at the rate of 7.00kg per ten sq.m over the WMM surface preparatory to another construction over it.(Cl.502 of MORT&H, Rev-V)
600
-
-
Proivding and laying of Tack coat using Emulsion Bitumen RS-1 at the rate of 2.50kg per ten sq.m over the promer treated WMM surface preparatory to another construction over it.(Cl.503 of MORT&H, Rev-V)
600
-
-
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.
600
-
-
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 as per clause 2900 of MORTH Rev-5.
60
-
-
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.
60
-
-
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, MOrth - 305
128
-
-
Providing Quarry Dust bag 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.
130
-
-
Forming Approach Road: 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 4 km.
3786
-
-
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 4 km.
833
-
-
Construction of Granular Sub-Base Grade V of 200mm 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)
323
-
-
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)
403
-
-
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)
1612
-
-
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)
1612
-
-
Providing and laying Dense Bituminous Macadam 65 mm thickness which work shall consist of construction, using crushed aggregates, premixed with VG 30 Grade Bitumen at the rate of 4.00% 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 DBM (Grade-II) . as per MORTH No. 111, 112, 505, 900.
105
-
-
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)
49
-
-
RCC Retaining Wall: 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..
-
-
-
A1 & A2 SIDE(7.0m Height)
1010
-
-
U/S side( 6.50m height)
999
-
-
Vibrated Cement Concrete of Grade M-10, Nominal Mix, 1:2:4 using 40mm ISS size HBG graded 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.
-
-
-
A1 & A2 SIDE(7.0m Height)
30
-
-
U/S side( 6.50m height)
37
-
-
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 clause 1000, 1500, 1700 of MORT&H Vth rev.
-
-
-
A1 & A2 SIDE(7.0m Height)
197
-
-
U/S side( 6.50m height)
288
-
-
Vibrated Reinforced Cement Concrete M-30, ( Design Mix) using 20mm ISS size HBG 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 Sill level as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
A1 & A2 SIDE(7.0m Height)
122
-
-
U/S side( 6.50m height)
130
-
-
Vibrated Reinforced Cement Concrete M-30, (Design Mix) using 20mm ISS size HBG 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 Sill level as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
A1 & A2 SIDE(7.0m Height)
113
-
-
U/S side( 6.50m height)
175
-
-
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 RCC RETAINING WALLS as per clause No.2706 of MORT&H Vth rev.
-
-
-
A1 & A2 SIDE(7.0m Height)
59
-
-
U/S side( 6.50m height)
143
-
-
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
-
-
-
A1 & A2 SIDE(7.0m Height)
23.2
-
-
U/S side( 6.50m height)
11.7
-
-
Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS size HBG graded 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
-
-
-
A1 & A2 SIDE(7.0m Height)
11
-
-
U/S side( 6.50m height)
13
-
-
PCC Retaining wall at 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 PCC RETAINING WALL as per clause No.304 of MORT&H Vth rev.
504
-
-
Vibrated Cement concrete of Grade M-20, Nominal mix, 1:1.5:3, using 40mm ISS HBG size 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 PCC RETAINING WALL as per clause 1000, 1500, 1700 of MORTH specification Rev.5.
101
-
-
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG size 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 PCC RETAINING WALL (Below Sill Level) as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
278
-
-
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG size 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 PCC RETAINING WALL (Above Sill Level) as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
249
-
-
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 PCC RETAINING WALL as per clause No.2706 of MORT&H Vth rev.
209
-
-
Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS HBG size 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 PCC RETAINING WALL as per clause No.1000, 1500, 1700 of MORT&H Vth rev
18
-
-
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.
2628
-
-
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.
400
-
-
Sub Total Bid Price (in figures)
1
-
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GST @ 18% of above all Schedules (in figures)
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Evaluation Notes How It Works ?
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