Tender For Reparing Of Oht By Injection Moulding And Reparing/Making Boundary Wall And Other Miscellanious Work At Site Of Gandhi Park, Circuit House Labour Colony, Sabri Ka Bagh, Khata Kheri, Matagarh, Chakrata Road, Numaish C , Trasoprt Nagar And P
Tender Value
2.78 Crore
Estimated cost
Bid Submission
16 Nov 2026
21 days left
EMD
27.87 Lakhs
Bank guarantee accepted
Document Fee
6490
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Saharanpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Reparing Of Oht By Injection Moulding And Reparing/Making Boundary Wall And Other Miscellanious Work At Site Of Gandhi Park, Circuit House Labour Colony, Sabri Ka Bagh, Khata Kheri, Matagarh, Chakrata Road, Numaish C , Trasoprt Nagar And Paras Purm
BOQ
| Sl. No. | Item Description |
| 1 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, up to 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tue, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M. S. Tubes, M.S. tube chaillis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and / or pointing and / or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of engineer-in-charge. (for outer side dia 9 m total circumference 2 x 9 × 3.14 = 56.52) |
| 2 | Painting two or more coats of synthetic enamel paint on the steel surface of OHT including supply of all material, T&P etc. complete. |
| 3 | Finishing walls with 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per is 15489:2004, Alkali & Fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. DSR 13.48A |
| 4 | Removing white or colourwash by scraping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 5 | Repair of tank jali and petyworks site clerance |
| 6 | Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures like basementraft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. sprinkled @0.60 kg per sqm or higher as recommended by the manufacturer’s specification over the lean concrete of above cited structures. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 85%, compared control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dry-shake shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The productperformance shall carry guarantee for 10 years against any leakage. |
| 7 | For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25×25mm and then primed the area with integral crystalline [email protected]/running metre and while the surface is tacky filled the groove upto surface with crystalline [email protected]/running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline [email protected]/running metre per coat. |
| 8 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment of the RCC structures kike retaining walls f the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and appluing the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer incharge. The product performances shall carry guarantee for 10 years against any leakage. |
| 9 | Water proofing treatment with fixing of 20 mm dia, 230 mm long @imc/c for injecting /grouting of cement paste mixed with sika latex SBR 100 water proofing compound with manually/hydraulic pumping machine including making V groove (3” × 6”) and clearing of joint by wire brush and water then three layer coating of water proofing compound sika made SBR 100 mixed with cement (1:2) & 2 to 3 mm thick including three layer of 50 mm each layer maintain 6 hour difference in each layer with cement mortar 1:3 with marbal dana & stone dust mixed with Molic Powder + Rainttie + concretes + mixed together as per sika manual) including water proofing paint of SBR 100 solution over treated surface including all materials. Labour T & P etc. complete in all respect. |
| 10 | Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-charge. |
| 11 | Cleaning of under ground sump, over head R.C.C. Tank (independent staging including disposal of slit and rubbish, all as per direction of Engineer-in-charge.The cleaning shall consists following operations:(i) Tank shall be emptied of water by pimping & bottom shall be cleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loos particles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-charge. |
| 12 | Providing and laying 60 mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block making machinewith strong vibratory compaction, of approved size, design & shape, laidin required colour and pattern over and including 50 mm thick compactedbed of coarse sand, filling the joints with line sand etc. all complete as perthe direction of Engineer-in-charge. |
| 13 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size |
| 14 | 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. 10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete kg 102.2 |
| 15 | Earth work in excavation in all kinds of soil including moorum (excluding rock ) in foundations trenches, rafts, column pits, pile caps etc. including dressing of sides and ramming of bottom, including shoring/ strutting, if required, back filling in plinth, foundation side fills or other area in layers not exceeding 200mm thick (compacted) including compaction/ consolidation at optimum moisture contents and disposing. |
| 16 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge (15.7.4 In cement mortar ) |
| 17 | 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 m and lift upto 1.5 m. |
| 18 | Providing and laying cement concrete (1:4:8) in foundations, footings, under floors and mass concrete etc. including the cost of centring and shuttering. |
| 19 | FORM WORK 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. |
| 20 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 lintels, beams, plinth beams etc. |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 22 | Brick work with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. |
| 23 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand item no 6.13.1 |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 5.22.6 |
| 25 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size. |
| 26 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate. |
| 27 | 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand) item 13.7.2 |
| 28 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for 5.9.3 Suspended floors, roofs, landings, balconies and access platform. |
| 29 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts . |
| 30 | 5.9.16 Edges of slabs and breaks in floors and walls 5.9.16.1 Under 20 cm wide. |
| 31 | Reinforced cement concrete work in walls (any thickness), including pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing , |
| 32 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : 4.7.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal mix. |
| 33 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources, |
| 34 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification., |
| 35 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil, |
| 36 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) |
| 37 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including rammingand watering of the earth in layers not exceeding 20 cm in foundationtrenches, plinth, sides of foundation etc. complete for all lift. |
| 38 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 39 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 14.5.2 Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) |
| 40 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Door chaukhat. |
| 41 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Window chowkhats. |
| 42 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 43 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 44 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 45 | Reparing of Ø 150mm Sluice valve including all labour T&P And Required material |
| 46 | Reparing of Ø 200 mm Sluice valve including all labour T&P And Required material |
| 47 | Reparing of Ø 250 mm Sluice valve including all labour T&P And Required material |
| 48 | Reparing of Ø 300 mm Sluice valve including all labour T&P And Required material |
| 49 | Reparing of Ø 350 mm Sluice valve including all labour T&P And Required material |
| 50 | Reparing of Ø 400 mm Sluice valve including all labour T&P And Required material |
| 51 | Reparing of Ø 450 mm Sluice valve including all labour T&P And Required material |
| 52 | Reparing of Ø 500 mm Sluice valve including all labour T&P And Required material |
| 53 | Reparing of Ø 600 mm Sluice valve including all labour T&P And Required material |
| 54 | Add 18% GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 21 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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