Construction Of Culvert And Wbm Road.
Tender Value
19.46 Lakhs
Estimated cost
Bid Submission
14 Dec 2021
0 days left
EMD
38920
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
lakheri → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Culvert And Wbm Road.
BOQ
| Sl. No. | Item Description |
| 1 | Part \" A \" :- Building work ; |
| 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m (TOE WALL) |
| 3 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m (TOE WALL) |
| 4 | filling in plinth with river sand under floor including watering ramming consoliding and dressing comp including cost of sand. |
| 5 | filling in plinth with river sand under floor including watering ramming consoliding and dressing comp including cost of sand. |
| 6 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40mm nominal size). |
| 7 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40mm nominal size). |
| 8 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 12 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand)Extra for random rubble masonry with hard stone in superstructureabove plinth level and upto two stories.(1.10+.50/2) |
| 14 | Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Hot rolled deformed bars |
| 15 | Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Hot rolled deformed bars |
| 16 | Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Hot rolled deformed bars |
| 17 | Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Hot rolled deformed bars |
| 18 | Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Hot rolled deformed bars |
| 19 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix :1:4 (1 cement : 4 fine/ coarse sand) |
| 20 | Reinforced cement concrete work in beams, suspended floors,roofs having slope upto 15° landings, balconies, shelves, chajjas,lintels, bands, plain window sills, staircases and spiral stair casesupto two stories excluding the cost of centring, shuttering, finishingand reinforcement:M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3graded stone aggregate 20 mm nominal size) -As per design mix) |
| 21 | Reinforced cement concrete work in beams, suspended floors,roofs having slope upto 15° landings, balconies, shelves, chajjas,lintels, bands, plain window sills, staircases and spiral stair casesupto two stories excluding the cost of centring, shuttering, finishingand reinforcement:M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3graded stone aggregate 20 mm nominal size) -As per design mix) |
| 22 | Reinforced cement concrete work in beams, suspended floors,roofs having slope upto 15° landings, balconies, shelves, chajjas,lintels, bands, plain window sills, staircases and spiral stair casesupto two stories excluding the cost of centring, shuttering, finishingand reinforcement:M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3graded stone aggregate 20 mm nominal size) -As per design mix) |
| 23 | Centring and shuttering upto two stories or height upto 7.5 metreabove plinth level including strutting, propping etc. and removal ofform for :Foundations, footings, bases of columns, etc. for mass concrete |
| 24 | Centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete |
| 25 | Centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete |
| 26 | 110 mm dia U-PVC pipes with rubber ring (working pressure 6kg / cm^2) as per IS: 4985 |
| 27 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In all type of soil |
| 28 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 29 | Random rubble dry stone Kharanja (soling) under floor. |
| 30 | Providing and laying un-reinforced, dowel jointed, plain cementconcrete mix With Concrete Mixer & vibrator pavement over aprepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse aggregatenot exceeding 25 mm, mixed as per approved mix design, laid,spread, compacted and finished in a continuous operation includingprovision of contraction, expansion, construction and longitudinaljoints, joint filler, separation membrane, sealant primer, joint sealant,debonding strip, admixtures (if required) as approved, curingcompound, finishing to lines and grades complete as per drawingand as per clause 602, 112 of MoRT&H specification including allmaterial, labour, machinery, lighting, guarding and maintenance ofdiversion. PCC M20NALA BASE |
| 31 | Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material,labour, machinery, lighting, guarding and maintenance of diversion. |
| 32 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curingcompound, finishing to lines and grades complete as per drawingand as per clause 602, 112 of MoRT&H specification including allmaterial, labour, machinery, lighting, guarding and maintenance ofdiversion. PCC M20 |
| 33 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) |
| 34 | Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete. Hand broken - Grade-I (90-45mm) |
| 35 | Crusher broken - Grade-II (63-45mm) |
| 36 | Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course ona well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
AI Tender Summary
Tender Timeline
Dec 11, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 14, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 15, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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