Tender For Maintenance Work Of Ansal Golf Lonk-1 Society For One Year In Greater Noida.
Tender Value
81.11 Lakhs
Estimated cost
Bid Submission
16 Nov 2026
8 days left
EMD
1.63 Lakhs
Bank guarantee accepted
Document Fee
2000
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 Maintenance Work Of Ansal Golf Lonk-1 Society For One Year In Greater Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.: All kinds of soil (DSR-2025/2.28.1) |
| 2 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR-2023/2.32) |
| 3 | Tractor with trolley including driver & POL (SOR-25/S.No-1/Chapter-7) |
| 4 | Supply of labour. ( Based on SOR-25/SN-20/Chapter-2) |
| 5 | Tractor with water tanker with cost of water including POL (AR/GNIDA) |
| 6 | Providing JCB with driver and including POL (SOR-25) |
| 7 | 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) |
| 8 | Extra rates for quantities of works, executed: In or under water and/or liquid mud, including pumping out water as required. (DSR-2023/2.24.1) |
| 9 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. (DSR-2023/2.26) |
| 10 | Cartage of ballast, Kankar Coal, grit or sand including loading & unloading but excluding stackings on pakka roads: 2nd Km. (SOR-25/Ch-4/4.01/232) |
| 11 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : Cement Mortar 1:6 (1 cement : 6 coarse sand). (DSR-2023/6.2.2) |
| 12 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-2023/13.4.2) |
| 13 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.: All kinds of soil. (DSR-2023/2.30.1/AR) |
| 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 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) ) (DSR-2023/4.1.6A/AR) |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (DSR-2023/13.61.1/AR) |
| 18 | Lettering with black Japan paint of approved brand and manufacture. (DSR-2023/13.71) |
| 19 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface (DSR-2023/13.111.1) |
| 20 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (DSR-2023/13.61.1/AR) |
| 21 | Supply and fixing SFRC cover over chamber (with out frame). 50mm thick. (AR/GNIDA) |
| 22 | size 600x600mm (Heavy duty) |
| 23 | Providing and fixing SFRC cover over chamber. (with frame) 50mm thick. (AR/GNIDA) |
| 24 | size 600x600mm (Heavy duty) |
| 25 | 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) |
| 26 | 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) |
| 27 | 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) |
| 28 | Supply of Dewatering Pump 10 HP (MORTH Sno-109, Chapter-20/P746) |
| 29 | Hiring of portable recycle jetting cum suction machine mounted on mahindra volevo maxi with hydraulically operate man hole Desilter up to depth of 15 meter with driver for the area of Gr. Noida. As directed by engineers in charge for 8.50 hours per day overtime will be paid on prorate basis.pressure 3000 psi(min) with 15 mtrs suction need and jetting water capacity of 2000 liters, rate as per GNIDA. |
| 30 | 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) |
| 31 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. (DSR-2023/2.25) |
| 32 | 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-2 pipe of following diameter including centring shuttering but excluding excavation as per approved. (GNIDA/AR) |
| 33 | 250mm dia NP-2 pipe (DSR-23/AR) |
| 34 | 300mm dia NP-2 pipe (DSR-23/AR) |
| 35 | 350mm dia NP-2 pipe (DSR-23/AR) |
| 36 | 400mm dia NP-2 pipe (DSR-23/AR) |
| 37 | 450mm dia NP-2 pipe (DSR-23/AR) |
| 38 | 500mm dia NP-2 pipe (DSR-23/AR) |
| 39 | 600mm dia NP-2 pipe (DSR-23/AR) |
| 40 | Supply and laying of ISI marked R.C.C. NP-2 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings.of following dia AR GNIDA |
| 41 | 250 mm dia NP-2 pipe |
| 42 | 300 mm dia NP-2 pipe |
| 43 | 350 mm dia NP-2 pipe |
| 44 | 400 mm dia NP-2 pipe |
| 45 | 450 mm dia NP-2 pipe |
| 46 | 500 mm dia NP-2 pipe |
| 47 | 600 mm dia NP-2 pipe |
| 48 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 49 | 250 mm dia. R.C.C. pipe (DSR-2023/19.6.3) |
| 50 | 300 mm dia. R.C.C. pipe (DSR-2023/19.6.4) |
| 51 | 350 mm dia. R.C.C. pipe (DSR-2023/19.6.5) |
| 52 | 400 mm dia. R.C.C. pipe (DSR-2023/19.6.6) |
| 53 | 450 mm dia. R.C.C. pipe (DSR-2023/19.6.7) |
| 54 | 500 mm dia. R.C.C. pipe (DSR-2023/19.6.8) |
| 55 | 600 mm dia. R.C.C. pipe (DSR-2023/19.6.9) |
| 56 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR-2025/16.69) |
| 57 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) (DSR-2023/16.85) |
| 58 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :(DSR-2023/18.34) |
| 59 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-2023/18.34.1) |
| 60 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 61 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-2023/18.35.1) |
| 62 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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