Tender For Balance Development Work & Miscellaneous Work In Village Mathurapur, Greater Noida.
Tender Value
1.91 Crore
Estimated cost
Bid Submission
06 Nov 2026
6 days left
EMD
3.84 Lakhs
Bank guarantee accepted
Document Fee
3100
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 Balance Development Work & Miscellaneous Work In Village Mathurapur, Greater Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Part-A Sewer workRaising 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) |
| 2 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm (DSR-2023/14.77) |
| 3 | Supply of Dewatering Pump 10 HP (MORTH Sno-109, Chapter-20/P746) |
| 4 | 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) |
| 5 | Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size): With 20x20 mm square bar (DSR-2023/19.17.1/AR) |
| 6 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : (DSR-2023/19.21) |
| 7 | For pipes 100 to 250 mm diameter (DSR-2023/19.21.1) |
| 8 | 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) |
| 9 | Supply of ISI marked RCC S&S NP-3 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA) |
| 10 | 250 mm dia NP-3 pipe |
| 11 | Laying of NP-3 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 coarse sand) including testing of joints etc. complete. (AR/GNIDA) |
| 12 | 250 mm dia NP-3 pipe |
| 13 | Providing and laying in position cement concrete 1:4:8 (1) cement: 4 coarse sand 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation. (AR/GNIDA) |
| 14 | 250mm dia NP-3 concrete cradle |
| 15 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : (DSR-2023/19.9) |
| 16 | 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : (DSR-2023/19.9.1) |
| 17 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-2023/19.9.1.1) |
| 18 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 mWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-2023/19.10.1) |
| 19 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : (DSR-2023/19.11) |
| 20 | 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : (DSR-2023/19.11.1) |
| 21 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-2023/19.11.1.1) |
| 22 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-23/19.12.1/AR) |
| 23 | Supply of ISI marked RCC S&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA) |
| 24 | 150 mm dia NP-2 pipe |
| 25 | Providing and laying in position cement concrete of 1:4:8 (1) cement: 4 coarse sand 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centring shuttering but excluding excavation. (AR/GNIDA) |
| 26 | 150mm dia NP-2 concrete cradle |
| 27 | Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 coarse sand) including testing of joints etc. complete. (AR/GNIDA) |
| 28 | 150 mm dia NP-2 pipe |
| 29 | Part-B Water Supply workEarth 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) |
| 30 | Providing, laying, jointing and testing of PVC pipe (Finolex make ring fit) of following dia 6Kg/Cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing). (AR/GNIDA) |
| 31 | 90 mm dia (O.D.) AR |
| 32 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall (DSR-2023/18.7) |
| 33 | 15 mm nominal dia Pipes (DSR-2023/18.7.1/AR) |
| 34 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore (DSR-2023/18.20.1) |
| 35 | Part-C Drain workEarth 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) |
| 36 | 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 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). (DSR-2023/4.1.8A) |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for : (DSR-2023/5.9) |
| 38 | Foundations, footings, bases of columns, etc. for mass concrete (DSR-2023/5.9.1) |
| 39 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(DSR-2023/5.9.2) |
| 40 | Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 coarse sand) with 12 mm diameter anchoring steel bar, 45 cm long, fixed in each stone and supported on and including with bricks cove in cement mortar 1:4 (1 cement : 4 coarse sand), including pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (DSR-2023/7.28) |
| 41 | Red sand stone : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-2023/7.28.1.1/AR) |
| 42 | 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. |
| 43 | 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) |
| 44 | 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) |
| 45 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-2023/6.1.1) |
| 46 | 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) |
| 47 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-2023/13.4.2) |
| 48 | Part-D Road workConstruction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. Transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300-2: lead upto of 2.00KM (MORTH--20/305/3.18) |
| 49 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (DSR-2023/11.2) |
| 50 | 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 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). (DSR-2023/4.1.8A) |
| 51 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete. |
| 52 | 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (DSR-2023/4.20) |
| 53 | All works upto plinth level : Concrete of M25 grade with minimum cement content of 300 kg /cum (DSR-2023/4.20.1.4) |
| 54 | Supply of 80mm thick ISI marked Shaped machanically compressed Interlocking 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/ChNo-2/5(a)) |
| 55 | 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/Ch No-5/5.07) |
| 56 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender