Tender For Construction Work Of Road, Sewer And Drainage In The Remaining Part Of 45.00 Meter Wide Road No. A-6 Till Hum-Tum Road In Rajnagar Extension.
Tender Value
13.31 Crore
Estimated cost
Bid Submission
27 Oct 2026
0 days left
EMD
26.62 Lakhs
Bank guarantee accepted
Document Fee
18054
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Road, Sewer And Drainage In The Remaining Part Of 45.00 Meter Wide Road No. A-6 Till Hum-Tum Road In Rajnagar Extension.
BOQ
| Sl. No. | Item Description |
| 1 | ROADBanking excavated earth by mechanical I manual means in layers not ang 20 cm in depth, breaking clods, watering, roling each layer tonne roler, or or steel rammers, and rdling every 3rd -most layer With power roller Of minimum 8 tonnes and dressing bankments for roads, flood banks, marginal banks, and guide tc., lead upto 50 m and for a' lift All kinds Of soil.DSR 2023/2.3.1 |
| 2 | Cartage of earth upto 8.00 KM including loading unloading. SOR 2025 cartage |
| 3 | Prepaeration and consolidation of sub grade with power road roller of 8 to ne capacity after excavating earth to an average of 22.5 cm depth. g to camber and consolidating with road roller including making me undulations etc. and re.rolling the sub grade and disposal of earthwith lead upto 50 metres. DSR/23 16.1 |
| 4 | Construction of granular sub-base by providing closed graded Material (GRADE-1),spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with front end loader at OMC and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H Specification clause 401 (B) .(AR) |
| 5 | 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 as per MoRT&H Specification clause 406 (A) ..Laying using Mechanical Paver.Plant Mix Method(AR) |
| 6 | Providing and applying Primer coat with cutback MC 30 bitumen emulsion on prepared surface of Granular Base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. as per MoRT&H Specification clause 502A (II) .(AR) |
| 7 | Providing and applying Tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg/sqm on Granular surface treated with primer cleaned with mechanical broom. as per MoRT&H Specification clause 503 (II) .(AR) |
| 8 | Brick soling with straight over burnt bricks laid flat and dry (labour only) including preparation of subgrade to prescribed camber, filling joints with local earth spreading a blinding coat 1 cm (3/8\\") depth of local earth over the entire surface and including labour T&P Late required for pronor.completion of the Work.SOR2025/5.04 |
| 9 | Providing and laying dense graded bituminous macadam (Grade-02)with Higher capacity 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 (II) complete in all respects.(AR) |
| 10 | Providing and laying bituminous concrete (Grade-02)with higher capacity 120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 (B) complete in all respects.(AR) |
| 11 | Providing and applying 2.5 mm thick Road marking strips (retroreflective) of specified shade/colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR 16.62/2023 |
| 12 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction ofEngineer-in-charge. DSR 2023/16.65 |
| 13 | Manufacturing, supplying and fixingretro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type III of ASTM-D 4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners lowering.OVERHEAD INFORMATORY SIGNAGE BOARD. DSR2026/16.60.1 |
| 14 | upply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of two vertical 2 posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm da heavy M S ppe as bracing & 10 mm MS piate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coals of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:8 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete induding supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete Installation work shall be SOR 2025/MORTH802 |
| 15 | Supply and fixing of raised pavement marker with Made of Plastic body of RPM Roed Stud sha moulded from ASA (Acrylic) Styrene Acrybnitrite) or HIPS (High-Imoact Polystyrene) or Acryloni Butadien Styrene (ABS) or Any other suitable material approved by the Engineer The Marker support a load of 13.535 kg tested in accordance with wit Reflective panels shall com of number of ASTM D4280. The lenses contatning single or dual prismatic cubes capable of providing total inte reflection of the light entring the lens face. Lenses shall be mouled of methyl methacrylate conformin ASTM D788 of equivalent. The siop or retro-reflecting surface shall preferably be 35+/-5 degree to t and the area of each retre -reflecting surface shall not be less than 13.00 sq.cm. the marker height: not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base on marker shall be flat within 1:3 mm all road studs shall be legibly marked with the name, trade or c means of identification of the manufacture, epoxy installations, excess adhesive around the edge on marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers be immediately removed. The contractor shat submit a two year warranty for satisfactory performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition two year warranty for satisfactory snfeld performance of the finished road markar shall also be give the contractor who carries cut the work.SOR2025/MORTH804 |
| 16 | DRAINEarth work in excavated by mechenical means (hydraulic excavator)/ manual means in foudation trenches or drains (not exceeding 1.5 m in width of 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil Item no-2.8.1 DSR 2023 +3% |
| 17 | 1.5-3.0M same as above but for extra for lift.DSR2023/2.26.1 |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:4:8 (1) cement: 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) item no-4.1.8 DSR 2023+3% |
| 19 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement. admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete. to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads: but excluding the cost of centering, shuttering. finishing and reinforcement as per direction of the engineer-in-charge. for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1 10% of the specified minimum cement content, the contractor shall have discretion to either redesign the mix or bear the cost of extra cement.DSR2023/5.33.1.1 |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanilcally Treated bars of grade Fe-500D DSR2023/5.22.6 +3% |
| 21 | Cement Concrete 2cm. gauge approved stone ballast coarse sand and cement in proportion 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.DSR/2023 4.1.3+3% |
| 22 | Construction of weep holes with 110 mm dia (OD) RPVC pipe (IS: 4985) (6 kg/sqcm) in the RCC wall at an interval of 1.50 m horizontally & vrtically at the time of casting of wall with all materials labours etc required ofr proper completion of the work.GDA SANCTION RATE |
| 23 | Centering and shuttering including strutting, propping removal of form for : etc. FOUNDATION DSR2023/5.9.1 |
| 24 | WALL DSR2023/5.9.1 |
| 25 | SLAB DSR2023/5.9.1 |
| 26 | SEWER Excavation for depth up to 1.50 m BGL for laying Sewer, manhole & gully pits etc. in ordinary soil (earth sand, loam & clay) i/c cuttings of joints pits. Trimming, dressing, leveling, refilling of trenches in 20 cm. layers, watering sand ramming the same i/c removal of surplus earth or dismantled materials up to a distance of 50M from centre of trench. (AR) 0.00 to 1.5M BGL (AR) |
| 27 | 1.50 to 3.00M (AR) |
| 28 | 3.00 to 4.50M (AR) |
| 29 | 4.50-6.0 M (AR) |
| 30 | Close timbering in trenches including strutting, shoring and packing cavities(measurements to be taken of the face area timbered): Depth 0-1.50M (DSR2023/2.17.3) |
| 31 | 1.5-3.0M DSR2023/2.17.4 |
| 32 | 3.0-4.5 M DSR2023/2.17.5 |
| 33 | 4.50-6.0M DSR2023/2.17.6 |
| 34 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:4:8 (1) cement: 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 2023+3% DSR2023/4.1.8 |
| 35 | Supply, Carting, laying & jointing of following Dia. RCC NP-3 pipe S&S type ISI mark in site of work, lowering the same in to trenches in depth up to 1.50M BGL. True to alignment jointing with 1:2 cement mortar in coarse sand i/c excavation of earth below invert level of pipe. 450MM DIA NP-3 3-4.5M DEPTH (AR) |
| 36 | 800MM DIA NP-3 4.5-6.0M DEPTH (AR) |
| 37 | Construction of 1.5m dia circular RCC M H as per designe and drawing aproaved by GDA OF 4.50 M DEPTH INCLUDING E/W EXCAVATION,P/L OF LEAN CONC.1:4:8 30 CM,RCC CIRCOLAR WALL 20 CM THICK WITH REINFORCEMENT AS APP. BY GDA AND ALSO FIXING OF FOOT REST OF 20 MM SQUARE BAR @30CM C/C ALTERNATIVELY UP TO PIPE TOP ETC ALSO INCLUDING MH COVER 35 HD 600 MM DIA ETC ALL COMPLETED AS PER ENGGI/C (AR) |
| 38 | ADD/DEDUCTION OF CIRCULAR MH 1.50 M DIA AS ABOVE (AR) |
| 39 | DIVIDEREarth work in excavated by mechenical means (hydraulic excavator)/ manual means in foudation trenches or drains (not exceeding 1.5 m in width of 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil DSR 2023 +3% DSR2023/2.8.1 |
| 40 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:4:8 (1) cement: 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 2023+3% DSR2023/4.1.8 |
| 41 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement. admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete. to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads: but excluding the cost of centering, shuttering. finishing and reinforcement as per direction of the engineer-in-charge. for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1 10% of the specified minimum cement content, the contractor shall have discretion to either redesign the mix or bear the cost of extra cement. DSR2023/5.33.1.1 |
| 42 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanilcally Treated bars of grade Fe-500D DSR2023/5.22.6 +3% DSR2023/5.22.1 |
| 43 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm DSR2023/13.48.1 |
| 44 | Cement Concrete 2cm. gauge approved stone ballast coarse sand and cement in proportion 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.DSR/2023 4.1.3+3% DSR2023/4.1.3 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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