Tender For Construction Of cement concrete Road And Reinforced Cement Concrete Drain At Lakhnawali Road & Raising Of Reinforced Cement Concrete Drain And Providing & Fixing Of Precast Drain Cover Over Reinforced Cement Concrete Drain At Dsc Road In V
Tender Value
4.43 Crore
Estimated cost
Bid Submission
16 Sep 2026
0 days left
EMD
8.88 Lakhs
Bank guarantee accepted
Document Fee
6210
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gautam Buddha Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of cement concrete Road And Reinforced Cement Concrete Drain At Lakhnawali Road & Raising Of Reinforced Cement Concrete Drain And Providing & Fixing Of Precast Drain Cover Over Reinforced Cement Concrete Drain At Dsc Road In Village Surajpur, Greater Noida.
BOQ
| Sl. No. | Item Description |
| 1 | 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 for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1) |
| 2 | 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-2023/4.1.8) |
| 3 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology conforming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). |
| 4 | Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately): Concrete Grade-M-40 (cement content 400 kg ) (DSR-2023/26.73.1) |
| 5 | 100 mm thick hollow core slab (DSR-2023/26.73.1.1) |
| 6 | 150 mm thick hollow core slab (DSR-2023/26.73.1.3) |
| 7 | Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge. (DSR-2023/26.75) |
| 8 | Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes. : Lead within 15km (DSR-2023/26.76.1) |
| 9 | Lead within 15km (DSR-2023/26.76.1) |
| 10 | Add/Deduct over item 26.76.1 for every additional lead of 5 km (DSR-2023/26.76.2) |
| 11 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. (DSR-26.77) |
| 12 | Prestressed hollow core Slab up to 200 mm thickness (DSR-26.77.1) |
| 13 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR-2023/15.3) |
| 14 | 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. |
| 15 | 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 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. : All works upto plinth level : Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR-2023/5.33.1.1) |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. : Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR-2023/5.22.6) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for : (DSR-2023/5.9) |
| 18 | Foundations, footings, bases of columns, etc. for mass concrete (DSR-2023/5.9.1) |
| 19 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(DSR-2023/5.9.2) |
| 20 | Suspended floors, roofs, landings, balconies and access platform (DSR-2023/5.9.3) |
| 21 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. : In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR-2023/10.25.2) |
| 22 | Supply of Dewatering Pump 10 HP (MORTH Sno-109, Chapter-20) |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2023/6.1.2) |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR-2023/4.1.3) |
| 25 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-2023/13.4.2) |
| 26 | 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-2023/4.1.8) |
| 27 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). |
| 28 | Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.: Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer (DSR-2023/16.43.2) |
| 29 | Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete. (DSR-2023/16.44) |
| 30 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) (DSR-2023/16.45) |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for : (DSR-2023/5.9) |
| 32 | Foundations, footings, bases of columns, etc. for mass concrete (DSR-2023/5.9.1) |
| 33 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 (DSR-2023/19.26.4) |
| 34 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality : EHD - 35 : Circular shape 560 mm internal dia (DSR-2023/19.19.4.1) |
| 35 | Supply of 80mm thick ISI marked Shaped machanically compressed Interlocking cement concerete paver blocks, smooth high laoss finish, skid resistant; manufactured from rubber moulds through vibrocompressiojn mechanism, high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping. The compressive strength of concerete paver block shall not be less than 30 MPa and weight 4.5kg per No. confirming to IS: 15658-2006. : Gray Base (SOR-2025/2.5(a)) |
| 36 | Laying of Interlocking Tiles of 60/80/100 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge. (SOR-2025/5.5.07) |
| 37 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. (DSR-2023/23.9/AR) |
| 38 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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