Tender For Construction Of Plain Cement Concrete Road, Reinforced Cement Concrete Culvert, Guardwall & Cover Slab From Hatiya More To Kodha Pada, Under Nagar Parishad , Mihijam, Ward No - 1
Tender Value
Ref. Documents
Estimated cost
Bid Submission
29 Aug 2026
5 days left
EMD
1.68 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
Jamtara → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Plain Cement Concrete Road, Reinforced Cement Concrete Culvert, Guardwall & Cover Slab From Hatiya More To Kodha Pada, Under Nagar Parishad , Mihijam, Ward No - 1
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance up to 50 M including all lifts , levelling , ramming the foundation trenches , removing roots of trees , shrubs all compete as per approved design , building specification and direction of E/I. |
| 2 | Compacting original ground supporting sub-grade (loosening of the ground up to a level of 500 mm below the sub-grade level ,watered ,graded and compacted in layers to meet requirment of table 300-2 for subgrade construction.) |
| 3 | Construction of sub-grade and earthen shoulders (Construction of sub-grade 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 requirment of table 300-2) |
| 4 | Granular sub-base with close graded material(Table:-400-1)Plant mix Method (Construction of granular sub-base by providing close graded material , mixing in a mechanical mix plant of 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 achieved the desired density , complete as per clause 401) |
| 5 | Dry lean cement concrete sub-base (Construction of Dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregates confirming 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 ina batching plant ,transported to site , laid with a paver with electronic sensor , compacting with 8-10 tonnes vibratory roller, finishing and curing ) |
| 6 | Providing P.C.C.M-200 in normal mixof (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including Screening ,shuttering mixing cement concreate in mixer and placing in position , vibrating ,stiking ,curing , taxes and royalty all complete as per building specificication and direction of E/I |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 8 | Filling in foundation trenches and plenth in layers not exceeding 150 mm. thick well watered , rammed ,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift in 1.5M all complete as per building specification and direction of E/I (Mode of measurment compacted volume ) |
| 9 | kilo metre stone (reinforced cement concrete M15 grade kilometre stone of standard design as per IRC :35 . The finished surface to be level , uniform and free per IRC :8-1980,fixing in position including painting and printing etcOrdinary kilometre stone (Precast) |
| 10 | Retro -reflectorised traffic signs (Providing and fixing of retro - reflectorised cautionary , mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron post 75 mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing) |
| 11 | Sand - Lead 8KM(8P+0K) |
| 12 | Stone Chips - Lead 22KM(21P+1K) |
| 13 | DLC - 22KM(21P+1K) |
| 14 | Providing P.C.C.M-200 in normal mixof (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including Screening ,shuttering mixing cement concreate in mixer and placing in position , vibrating ,stiking ,curing , taxes and royalty all complete as per building specificication and direction of E/I |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 16 | Filling in foundation trenches and plenth in layers not exceeding 150 mm. thick well watered , rammed ,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift in 1.5M all complete as per building specification and direction of E/I (Mode of measurment compacted volume ) |
| 17 | Sand - Lead 8KM(8P+0K) |
| 18 | Stone Chips - Lead 22KM(21P+1K) |
| 19 | Providing precast R.C.C.M -200 with normal mix of (1:1:5:3) slab of desired size with approved quality of stone chips and clean coarse sand of F.M. 2.5 to 3 including curing ,shuttering, carrying the slab manually to site and laying in position all comlete (but excluding the cost of reinforcement ) taxes and royalty , all complete as per building specificication and direction of E/I |
| 20 | Providing Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of M.S. bars to work site,cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only valid for sail & TATA Steel) |
| 21 | Centering and shuttering including strutting,propping etc and removal of form for Foundations,Footings,bases of columns,etcfor mass concrete |
| 22 | Sand - Avg. Lead 8 KM(0K+8P) |
| 23 | Stone Chips - Avg. Lead 22KM(1K+21P) |
| 24 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance up to 50 M including all lifts , levelling , ramming the foundation trenches , removing roots of trees , shrubs all compete as per approved design , building specification and direction of E/I. |
| 25 | Providing coarse clean sand in filling or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all material , lobour , royality and taxes all complete as per building specifiction and direction of E/I (Mode of measurment compacted volume) |
| 26 | Providing plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification and direction of E/I. PCC Grade M 15 |
| 27 | Providing stone masonary work in cement mortar 1:3 in foundation complete as per drawing and technical specification and direction of E/I. square rubble coursed rubble masonary( first sort) |
| 28 | Stone masonary work in cement mortar (1:3) for sub-structure , as per drawing and technical specifiations Random rubble masonary |
| 29 | Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifiations PCC Grade M15 Height up to 5m |
| 30 | Providing weep holes in brick masonary/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 foce .Complete as per drawing and technical specifications |
| 31 | Providing tuck pointing in cement on stone masonary (1:3) cement on brick work coarse sand of sand of F.M. 1.5 including screening , curing with all leads and lifts of water , scaffholding taxes and all complete as per building specification and direction of E/I |
| 32 | Cement - Lead 10 KM(0K+10P) |
| 33 | Sand - Avg. Lead 8KM(0K +8P) |
| 34 | Boulder- Avg. Lead 21KM (1K+20P) |
| 35 | Stone Chips -Avg. Lead 22KM(1K+21P) |
| 36 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance up to 50 M including all lifts , levelling , ramming the foundation trenches , removing roots of trees , shrubs all compete as per approved design , building specification and direction of E/I. |
| 37 | Supplying laying boulder in rock toe , heel trenches -do-do- all complete as per specification and direction of E/I |
| 38 | providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level :1:2:4 (1 cement:2 coarse sand (zone -III):4 gasded stone aggregate 20 mm nominal size) |
| 39 | providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level :1:2:4 (1 cement:2 coarse sand (zone -III):4 gasded stone aggregate 20 mm nominal size) |
| 40 | providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level :1:2:4 (1 cement:2 coarse sand (zone -III):4 gasded stone aggregate 20 mm nominal size) |
| 41 | Reinforced cement concrete work in beams, suspended floors,roofs having slope up to 15 degree landings,balconies,shelves,chajjas,lintels,bands,plain window sills,staircases and sprial stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering,finishing and reinforcement,with 1:1.5:3 (1 cement:1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size ) |
| 42 | Providing P.C.C.M-200 in normal mixof (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including Screening ,shuttering mixing cement concreate in mixer and placing in position , vibrating ,stiking ,curing , taxes and royalty all complete as per building specificication and direction of E/I |
| 43 | Providing Tor steel reinforcement of 10 mm,12 mm & 16 mm dia bars as per approved design and drawing excluding carriage of M.S. bars to work site,cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only valid for sail & TATA Steel) |
| 44 | Providing 12mm. Thik cement plaster (1:4) with clean coarse sand of F.M. 1.5 including 1.5mm cement punning including curing ,carriage of water with all all leads and lifts as per building specification and direction of E/I |
| 45 | Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I |
| 46 | Construction of RCC railing of M30 Grade in-situ with 20 mm 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 adeqate space between vertical post for expansion, complete as per approved drawing and technical specifications. |
| 47 | Centering and shuttering including strutting,propping etc and removal of form forFoundations,Footings,bases of columns,etcfor mass concrete |
| 48 | Sand - Lead 8KM(8P+0K) |
| 49 | Stone Chips - Lead 22KM(21P+1K) |
| 50 | ADD GST 18% |
| 51 | ADD 1% LABOUR CESS Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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