Tender For Adhikshan In Ganga Canal Colony Situated On Boundary Road In Janpad Meerut, First Mandal Irrigation Work, Construction Of Employee Awas In Meerut Avasiya Parisar And Other Works (Lot-2)
Tender Value
33.58 Lakhs
Estimated cost
Bid Submission
29 Jul 2026
3 days left
EMD
67160
Bank guarantee accepted
Document Fee
944
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Meerut → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Adhikshan In Ganga Canal Colony Situated On Boundary Road In Janpad Meerut, First Mandal Irrigation Work, Construction Of Employee Awas In Meerut Avasiya Parisar And Other Works (Lot-2)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundation in dry ordinary soil for building work including lift up to 1.5 m and lead up to 30 m and including back filling,Watering and ramming of excavated earth into the trenches or into the space between the structure the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the engineer-in-charge up to a distance of 30 m from the foundation trenches required for proper completion of work. |
| 2 | Providing and laying Cement concrete M-10 (1:3:6) with A-20 including cost of all material, labour, mechanical mixing & vibration T&P etc. required for proper completion of work as directed by engineer-in-charge. |
| 3 | Providing and laying First class (M-150) Brick work in 1:4 CM with coarse sand F.M. more than 2.50 including all labour, material, T&P etc required for proper completion of work as directed by engineer-in-charge. |
| 4 | Providing and Fixing Centering and shuttering of R.C.C. work including cost of all material, labour and T&P required for proper completion of work for slab, lintels, sun shades, columns & walls etc. as directed by engineer-in-charge. |
| 5 | Providing and laying Reinforced Cement concrete M-20 (1:1.5:3) with A-20 including cost of all material, labour, mechanical mixing & vibration T&P etc. required for proper completion of work as directed by engineer-in-charge. |
| 6 | Providing and Laying cement coarse sand Plaster in 1:4 cement mortar with coarse sand F.M. more than 2.50 including cost of all material, labour and T&P etc complete. |
| 7 | Providing and Laying of two coats of approved quality Enamel Paint to give an even shade on doors and windows with cost of all material, labour, T&P and taxes etc required for proper completion of work as directed by engineer-in-charge. |
| 8 | Providing and Laying of two coats of approved quality water proof cement paint (All Weather Coat) including wall putty of 2 coats, primering over wall putty on new surface to give an even shade on walls with cost of all material,labour, T&P and taxes etc required for proper completion of work as directed by engineer-in-charge. |
| 9 | Providing & injection chemical emulsion for constructional anti termite treatment with drilling holes at junction of floors with wall & pillars,the application of chemical shall be as per relevant IS.Code and the rate of chemical shall also be as provided in the IS. Code including Quarterly inspection and provided required treatment for one year .required for proper completion of work As directed by the Engineer-in-charge. |
| 10 | Supplying and Fixing of 3.8 cm country wood part panelled Door and window shutter including fixing of wooden cleats and stoppers and i/c fixing and adjustment of higes bolts locks handels springs fittings with necessary screw to be supplied etc complete in all respect as per directed by engineer-in-charge. |
| 11 | Providing and Fixing Teak wood work in frames of doors , windows, cleastory and other frames , wrought frames and fix in position etc required for proper completion of work As directed by the Engineer-in-charge. |
| 12 | Providing and laying 2.5 cm thick plain cement concrete floor with cement, approved sand and 2 cm graded approved stone grit, laid in panels finished with 3 mm floating coat of neat cement and marble dust including 8 cm thick base concrete consisting of brick ballast and fine sand & cement in prop. 12:6:1 including supply of all material ,labour and T&P etc. required for proper complition of work As directed by the Engineer-in-charge |
| 13 | Providing and Fixing Wiring for light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 14 | Providing and Fixing Wiring for fan point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 15 | Providing and Fixing Wiring for plug/switch with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 16 | Providing and Fixing Wiring for exhaust fan with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 17 | Supplying and wiring Wiring for power plug with 4X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 2 Nos. 4 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 18 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 19 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required for proper complition of work As directed by the Engineer-in-charge. |
| 20 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 21 | Providing & fixing water closet squatting pan (Indian Type W.C. pan ) with 100 mm sand cast iron p or s trap , 10 litre low level white PVC flushing cistern with manually control device (handle lever) confirming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required for proper complition of work As directed by the Engineer-in-charge. |
| 22 | Providing and fixing 40mm dia P.V.C. waste pipe for sink and wash basin i/c P.V.C. waste fitting etc. required for proper complition of work As directed by the Engineer-in-charge. |
| 23 | Providing and fixing wash basin with C.l. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste oi standad pattem, including painting of fttings and brackels,cutling and making good the walls wherever required for proper complition of work As directed by the Engineer-in-charge. (WhiteVilreous ChinaWash basin size 630x450 mm with a pair of 15 mm C. P. brass pillar taps) |
| 24 | Providing & fixing CP brass long nose bib Cock of approved quality confirming to ISIVstandards and weighing not less than 810 gms. including making all connections etc required for proper complition of work As directed by the Engineer-in-charge. |
| 25 | Providing & fixing PTMT Pillar cock of approved quality including making all connections etc required for proper complition of work As directed by the Engineer-in-charge. |
| 26 | Providing and fixing Stainless Steel A IS 304 (18/8) kitchen slnk as per lS 13983 with C.l- brackels and slainleas steel plug 40 mm, including painting of fitings and brackels, cutting and making good the walls wherever required for proper complition of work As directed by the Engineer-in-charge.(Kitchen sink with-drain board 510x1040 mm bowl depth 250) |
| 27 | Providing & fixing ball valve (Brass) ISI marked approved quality complete, high and low pressure with plastic floats complete etc required for proper complition of work As directed by the Engineer-in-charge. (b) 20 mm nominal size. |
| 28 | Providing & fixing C.P. Brass angle valve for basin mixer and geyser points of approved quality confirming to IS : 8931 etc required for proper complition of work As directed by the Engineer-in-charge. |
| 29 | Providing & fixing C.P. Brass shower rose with 15 or 20 mm inlet including making all connections etc required for proper complition of work As directed by the Engineer-in-charge. |
| 30 | Providing & fixing fly proof galvanised M.S. wire gauge to window and clerestory windows using galvanised M.S. gauge with average width of aperture 1.4mm in both direction with wire of 0.63mm dia. (with 2nd class teak wood beading 62x 19mm) etc required for proper complition of work As directed by the Engineer-in-charge. |
| 31 | Providing & Placing on terrace (at all floor levels) polythylene water storage tank ISI:12701 marked with cover and suitable locking arrangement and making necessary holes for inlet , outlet and overflow pipes but without fittings and the base support for Tank etc required for proper complition of work As directed by the Engineer-in-charge. |
| 32 | Providing and tixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot & cold watersupply, including allCPVC plain & brass threaded ittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost ofcutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work , including cutiing chases and making good the wall etc. |
| 33 | Providing and fixing Chloririated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot & cold water supply including allCPVC plain & brass threaded tttings. This includes jointing ol pipes & fittings with one step CPVC solvent cemenl, trenching, refilling & testing ofjoints complete as per direction of Engineerin-Charge. External work. |
| 34 | Providing and laying Reinforcement in cutting, bending, binding, welding and placing in Position inculiding cost of all material, labour and T&P etc. required for proper completion of work as per directed by engineer-in-charge. |
| 35 | Earth work in filling in ordinary soil including ramming and dressing the surface to the required levels and slopes including excavation, loading, unloading, manual compaction and lead beyond 200 m. and upto 1.00 km. etc. required for proper completion of work as per directed by engineer-in-charge. excluding royalty. |
| 36 | Providing & Laying brick coba 12mm thick bat 7.50 cm Thick with gap of 15mm to each other ,over 20mm thick base of cemnt coarse sand mortar (1:4) mixed with water proofing compound spreading cement slurry mixed with arclic CC water proofing compound filled gap of cob and top of coba mortar mixed with w.p.c in 1:4 sand mortar finished smooth & top mashed false aquare 30x30 cm and side wall parapet shall be monolythic plaster wall upto 30cm ht. and junction and corner shall be rounded by brick ballast C.C sand masonary coba with top finished plaster mixed with acetic w.p.c @ 2%by wt.and i/c s/o all labour , material T&P complete for completion of work. |
| 37 | Supply and fixing M.S. or iron work of small sizes and section such as M.S. grills/ stair case/ railing/ gates/trusher/racks etc. including supply of steel bolts, nuts wastage etc. and their fixing required for proper complition of work as per directed by engineer-in-charge. |
| 38 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. etc. required for proper completion of work as per directed by engineer-in-charge. |
| 39 | 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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 40 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 41 | Supply & laying of 80mm thick Precast cement concrete I-Shaped Interlocking paver blocks ISI mark confirming to IS: 15658-2006 withtop layer of minimum 5 mm thickness having plan dimension200x(160+120mm) of O.P. Cement , smooth high gloss finish; skidresistant; manufactured from rubber moulds through vibrocompression mechanism. The compressive strength of concrete paverblock shall not be less than 40Mpa and weight 4.5kg per includingcost of material, with a blanket layer of 4.00cm. thick fine sandincluding labour, T & P etc required for proper completion of the workas directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
Upcoming · 29 daysJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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