Tender For Renovation Work Of Access Road And Additional Access Road Of 5X6.0 M Span Reinforced Cement Concrete Mini Bridge On Maraucha To Sirkunda Road.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
25 Sep 2026
3 days left
EMD
14.56 Lakhs
Bank guarantee accepted
Document Fee
2715
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sitapur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Work Of Access Road And Additional Access Road Of 5X6.0 M Span Reinforced Cement Concrete Mini Bridge On Maraucha To Sirkunda Road.
BOQ
| Sl. No. | Item Description |
| 1 | Additional ApproachConstruction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 |
| 2 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m to as per Technical Clause 301 (S.No. 3.6) of MORTH Specification. |
| 3 | Construction of granular sub-base 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. |
| 4 | Providing, Laying, spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density |
| 5 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.28 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 6 | Construction of Patri with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (Mord 3.14) |
| 7 | Main ApproachProviding, Laying and spreading Material on a prepared sub base (GSB) adding cement (OPC)@2% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired uncofined compressiv strength and to form a layer of sub base, |
| 8 | Providing, Laying and spreading Material on a prepared sub base, cement (OPC) @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired uncofined compressive strength and to form a layer of base. |
| 9 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.350 kg per sqm on the prepared surface cleaned with hydraulic broom . |
| 10 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,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 . |
| 11 | Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . |
| 12 | H.P. CulvertEarthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 13 | Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls and parapets |
| 14 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. |
| 15 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 |
| 16 | Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 |
| 17 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204 |
| 18 | 5 x 6.0 mtr. BridgeEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 19 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 20 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 21 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification(M-25) |
| 22 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification(M-20) |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 24 | Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.1300&2200 SN.13.2 |
| 25 | 100 mm dia PVC Pipe Including Supply and Fixing (Weep Holes). |
| 26 | Drainage Spouts complete as per drawing and Technical specification |
| 27 | Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete. |
| 28 | Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete. |
| 29 | Protection WorkProviding and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 30 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table No 1300.1, No gragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification clause 1301.Pitching |
| 31 | Sand Filling in Foundation trenches as per drawing and technical Specification slause 305.3.9 |
| 32 | DiversionConstruction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 33 | Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls and parapets |
| 34 | Brick soling with straight overburnt brick laid on edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints, with local earth spreading blinding coats 1cm. (3/8\\") deep of local earth of P.L 5 to 7 or sand over the entire surface & including labour and T&P etc. required for proper completion of work. PWD-762b Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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