Tender For Construction Of Bridge Over River Between Sargaon And Patratoli Under Bharno Block, District Gumla.
Tender Value
4.04 Crore
Estimated cost
Bid Submission
30 Sep 2026
17 days left
EMD
8.09 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gumla → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bridge Over River Between Sargaon And Patratoli Under Bharno Block, District Gumla.
BOQ
| Sl. No. | Item Description |
| 1 | BRIDGE PARTExcavation for structures in ordinary soil (Earth 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 bockfilling with approved material) Mechanical means Depth upto 3m |
| 2 | Excavation for structures in ordinary soil (Earth 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 bockfilling with approved material) Mechanical means Depth between 3m to 6m |
| 3 | Excavation for structures in ordinary Rock not requiring blasting (Earth 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 bockfilling with approved material) Mechanical means |
| 4 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification |
| 5 | PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) |
| 6 | PCC 1:3:6 in Annular Filling (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) |
| 7 | PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification |
| 8 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer) |
| 9 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer)Height Upto 5m |
| 10 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. |
| 11 | Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30RCC T-Beam & Slab (Height between 5m to 10m) |
| 12 | Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification. |
| 13 | Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation. |
| 14 | Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification. |
| 15 | Providing drainage spout complete as per drawing and technical specification |
| 16 | Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. |
| 17 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. |
| 18 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 19 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 20 | Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 21 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 22 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications |
| 23 | APPROACH ROAD PARTConstruction of embankment with approved materials depostied at site fromk road way cutting and excavation from drain and foundatiuon of other structures graded and compacted to meet requirement of table 300-2. |
| 24 | Compacting original ground supporting embankment (Rolling with vibratory roller) |
| 25 | Granular Sub-Base with coarse graded material (Table 400-2)(Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method witbh rotavatory at OMC, and compacting with vibratory roller to achieve the desire density, complete as clause 401) (i) for Grading - I Material |
| 26 | Wet Mix Macadam (Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density). |
| 27 | Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/sqm using mechanical means) |
| 28 | Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 29 | Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour) |
| 30 | Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade. |
| 31 | GUARD WALL PARTExcavation for structures in ordinary soil (Earth 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 bockfilling with approved material) Mechanical means |
| 32 | Sand filling in foundation trenches as per Drawing and Technical specification |
| 33 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 ) |
| 34 | Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. |
| 35 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. |
| 36 | Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification. |
| 37 | Pointing with cement mortar (1:3) on brickwork in substructure as per Technical Specifications |
| 38 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping |
| 39 | CARRIAGE PARTSand(Nagphaeni) (S-40 km) |
| 40 | Cement (Gumla) (S-60 km) |
| 41 | Boulder (Karoundi) (S-65 km) |
| 42 | Aggregate (Karoundi) (S-65km) |
| 43 | Steel (Gumla) (S-60 km) |
| 44 | Bitumen (Bokaro) (S-190 km) |
| 45 | Bitumen Emulsion (Bokaro) (S-190 km) |
| 46 | Goods and Services Tax |
| 47 | Labour Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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