Tender For Development For Infrastructure Of Industrial Estate At Rajgarh Distt-Mirzapur
Tender Value
1.07 Crore
Estimated cost
Bid Submission
21 Nov 2026
12 days left
EMD
1.07 Lakhs
Bank guarantee accepted
Document Fee
2535
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mirzapur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development For Infrastructure Of Industrial Estate At Rajgarh Distt-Mirzapur
BOQ
| Sl. No. | Item Description |
| 1 | WMM Construction of granular sub base by providing coarse graded 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. |
| 2 | GSB-II Providing, laying, spreading and compacting graded stone aggregate 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.Clause-402 |
| 3 | Construction of granular sub-base by providing coarse graded material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401.For Grading-I Material |
| 4 | Construction of dry lean cement concrete Sub- base over a prepared 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing |
| 5 | Construction of un-reinforced M-30 plain cement concrete pavement over a prepared sab bas with approve grade cement @ 400 kg per cum, coars and fine aggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix desing, transported to site,laid with a fixid form or slip form paver,spread, compacted and finished in a continuous operation including provision of contraction expansion, contraction and longitudinal joints, joint filler, separation membrane,sealant primer, joint sealant, debonding strip, dowel bar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing .Clause 1501 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | Providing and laying of interlocking concrete block pavement with 60 mm thick ICBP having strenth not less then 30 kn/m^2 complete as per technical Specification clause 1500. |
| 8 | DRAIN 300X450MM |
| 9 | Earth work in excavation |
| 10 | P.C.C. (1:4:8) |
| 11 | R.C.C. work (1:1.5:3) in Raft |
| 12 | R.C.C. work (1:1.5:3) in wall |
| 13 | R.C.C. work (1:1.5:3) in Slab |
| 14 | M.S. work in R.C.C. |
| 15 | Shuttering |
| 16 | Foundations |
| 17 | Walls |
| 18 | BOUNDARY WALL |
| 19 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 20 | supplying and filling of Sand (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 21 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 22 | Providing and laying in cement concrete 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation ,plinth beam,coloumn,top band etc.. |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | Class 150 brick work in 1:4 Cement and coarse sand in FM 2.25 mortar in Super Structure including supply of all materials, labour and T & P etc. required for proper completion of the work as per direction of E / I. |
| 25 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angle. (1) 1 cement : 6 coarse sand. |
| 26 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 27 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T.reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retainhorizontal, including necessary bolts or G.I. barbed wire tied to angle iron,all complete as per direction of Engineer-in-charge, with reinforced barbedtape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 28 | Providing and fixing Angle Iron Post & Strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cms length and drilling holes up to 10 mm dia etc.complete 40x40x6 mm as per direction of Engineer-in-charge. |
| 29 | Shuttering |
| 30 | Footing |
| 31 | M.S.GATE |
| 32 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 33 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 34 | Providing and laying in cement concrete 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in ,plinth etc.. |
| 35 | Providing and laying in cement concrete 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in Footing etc.. |
| 36 | Providing and laying in cement concrete 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in Coloumn etc.. |
| 37 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 38 | 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angle. (1) 1 cement : 6 coarse sand. |
| 39 | Finishing walls with Water proofing cement paint of required shade. New work (Two or more coats applied). |
| 40 | M.S or iron work in angle iron door frame &steel door including cutting welding from including cutting welding and wastage including supply of all material labour T&P etc. required for proper completion of work..10.19 |
| 41 | Painting or varnishing new work in small areas or new wood work with one coat (upto one sq. metre) of ready mixed priming paint and two coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour & Tools and plants etc. required for proper completion of the work. Paint to be used should confirm the ISI No. 13.62.1 |
| 42 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 43 | RETRO REFLECTIVE DWAR |
| 44 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position andetc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 45 | Providing & Fixing of 25 mm dia & 600 mm longbolt with nuts and washer including minimum 80 mm threadingon bolt etc all complete. |
| 46 | Crane charges |
| 47 | Cost of two coat steel primer and two coat paint |
| 48 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer--in-charge. : Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm. (DSR 16.59.1) |
| 49 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 50 | supplying and filling of Sand (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 51 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 52 | Providing and laying in cement concrete 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in Coloumn ,Beam etc.. |
| 53 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 54 | SOAK PIT |
| 55 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 56 | 1.50 TO 3.00 MTR |
| 57 | 3.00 TO 4.50 MYR |
| 58 | Dry 45-90/45-63 mm Nominal Size stone ballast |
| 59 | Stone aggregate 63 mm nominal |
| 60 | Stone aggregate 40 mm nominal |
| 61 | Stone aggregate 19/20 mm nominal |
| 62 | Stone aggregate 11.2/13 mm nominal |
| 63 | Supply,filling,spreading & levelling of 5mm-10 mm in recharge pit over the existing layer of grit in required thickness for all leads & lifts all complete. |
| 64 | Providing and laying in cement concrete 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation ,plinth beam,coloumn,top band etc.. |
| 65 | Class 150 brick work in 1:6 Cement and coarse sand in FM 2.25 mortar in foundation including supply of all materials, labour and T & P etc. required for proper completion of the work as per direction of E / I. |
| 66 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 67 | Less 5% Deptt. Work Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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