New Construction Work At Ramnarayan Ke Khure Via Chopra To Soopa Road Under B V N
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Jun 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
2720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mahoba → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
New Construction Work At Ramnarayan Ke Khure Via Chopra To Soopa Road Under B V N
BOQ
| Name of Work: ????????? ?? ???? ?? ????? ???? ???? ???? ?? ????? ?? ?? ??????? (????? ?? ????) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 50 meter as per MORD technical specification cause 301.5 MORD sepecification 301.5(i) S.No. 3.4 | 1 | 8420 | cum |
| 2 | 2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% slaked lime including its mixing with rotabator complete. | 2 | 7530 | cum |
| 3 | 3 | Providing, Laying and spreading material (G.S.B.) on a prepared sub grade, adding cement @ 2% by weight of the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achive the desired unconfined compressive strength and to form a layer of sub base. | 3 | 1080 | cum |
| 4 | 4 | Providing, Laying and spreading material (W.M.M.) on a prepared sub grade, adding cement @ 4% by weight of the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achive the desired unconfined compressive strength and to form a layer of sub base. | 4 | 1395 | cum |
| 5 | 5 | Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.35 to 0.45 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 5 | 9937.5 | sqm |
| 6 | 6 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable mixall, laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . Technical sepecification Claues 508 | 6 | 9937.5 | sqm |
| 7 | 7 | Providing and laying seal coat Type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using As per Technical Specification Clause 510 | 7 | 9937.5 | sqm |
| 8 | 8 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% slaked lime including its mixing with rotabator complete. (Pattri) | 8 | 2940 | cum |
| 9 | 9 | C/o 1000/ 600 mm dia NP3, 350mm Gule culvert and RCC Span 1x3.00m\nExcavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. (i/c royalty) | 9 | 395 | cum |
| 10 | 10 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. (S.I. No. 255) | 10 | 46.5 | cum |
| 11 | 11 | Construction of granular sub-base (Grade-I) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. for bdding | 11 | 22 | cum |
| 12 | 12 | Cast cement concrate 4cm. (1½'') gauge approved stone ballast, coarse sand and cement in the proportion 1:4:8 in foundation including supply of all materials,labour and tools and plants etc. required for proper completion of the work. S.I. No. 281 | 12 | 15.8 | cum |
| 13 | 13 | RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost.. but in RCC T-beam and slab roof in 1.1.5.3 (S.I. No. 288) | 13 | 12.75 | cum |
| 14 | 14 | Mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured. (S.I. No. 504) | 14 | 13.5 | Qtl. |
| 15 | 15 | Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7 {as per road work Chp-12 (12.9)} | 15 | 46.4 | RM |
| 16 | 16 | Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.\n(Chpt-8 Add Item (b) | 16 | 271.85 | cum |
| 17 | 17 | Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work S.I.No-577 | 17 | 232.85 | sqm |
| 18 | 18 | Cement concrete with 20mm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. \n(As per Chap-5 S.I. No. 279a) | 18 | 1.8 | cum |
| 19 | 19 | Cement concrete with 40mm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. \n(As per Chap-5 S.I. No. 279) | 19 | 38.15 | cum |
| 20 | 20 | Plastering with cement mortar (1:4), 12 mm thick on R.C.R. work in substructure as per technical specification Clauses 613.4 & 1204 S.I.No-584 | 20 | 1.08 | sqm |
| 21 | 21 | Providing and laying reinforced cement concrete 1000 mm dian NP3 hume pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. | 21 | 22.5 | RM |
| 22 | 22 | Providing and laying reinforced cement concrete 600 mm dian NP3 hume pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. | 22 | 22.5 | RM |
| 23 | 23 | Providing and laying reinforced cement concrete pipe 350 mm dia NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. | 23 | 22.5 | RM |
| 24 | 24 | Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. S.I. No.-305 | 24 | 14 | cum |
AI Tender Summary
Tender Timeline
Jun 10, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 17, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 17, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender