Tender for Tender for Work Involving The Repair Of Damaged Internal Drains At The New Flower And Fruit Vegetable Market And Installation Of Interlocking Tiles In Vacant Areas Of The Market Premises And Construction Of A cement concrete Road Alongside
Tender Value
1.57 Crore
Estimated cost
Bid Submission
27 Jul 2026
15 days left
EMD
9.88 Lakhs
Bank guarantee accepted
Document Fee
27952
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Meerut → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Work Involving The Repair Of Damaged Internal Drains At The New Flower And Fruit Vegetable Market And Installation Of Interlocking Tiles In Vacant Areas Of The Market Premises And Construction Of A cement concrete Road Alongside The Toilets Laying Of A Drinking Work Involving The Repair Of Damaged Internal Drains At The New Flower And Fruit Vegetable Market And Installation Of Interlocking Tiles In Vacant Areas Of The Market Premises And Construction Of A cement concrete Road Alongside The Toilets Laying Of A Drinkin
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in cutting or in embankment in oridinary soil, excavation to be in the form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slopes and also including 1.50 M lifts and 30 M lead, including its loading, unloading, carriage and all labour and T&P etc. required for proper completion of work. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by E-in-Charge. SOR 253 a |
| 2 | 'Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 4 | Laying I shaped interlocking tiles rubber moulded 100 mm thick pre cast cement concrete with compressive strength not be less than 30mpa (m-30) and weight 5kg per no. specificaitions conforming to IS including levelling and dressing of suface 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 compete But excluding cost of tile as directed by Engineer in c |
| 5 | Fist class brick wor in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. Chap B3 |
| 6 | Cement concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc. required for proper completion fo the work. SI No. 279A |
| 7 | Supply and laying 110 mmPVC pipe 6kg sqcm pressure kisan supreme quality or equivilent chap B5 |
| 8 | Concrete with 4 cm gauge stone ballast, coarse sand and cement, in proportion of 12:6:1 in foundation and under floors, including supply of all materials, labour, tools & plants etc. required for proper completion of the work SI 273a |
| 9 | Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 3:1.5:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. |
| 10 | Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SI No. 694 |
| 11 | RCC work with cement approved coarse sand and 02 cm (3/4\\") gauge approved stone ballast in the proportions of 1:2:4 in raft foudation and footing excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I, binding wire and including necessary centering and shuttering etc. and also inclduing supply of all materials, labour and T&P etc. required for proper completion of the work. excluding cost of binding wire. SI 287 |
| 12 | RCC work with cement approved coarse sand and 02 cm (3/4\\") gauge approved stone ballast in the proportions of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I, binding wire and including necessary centering and shuttering etc. and also inclduing supply of all materials, labour and T&P etc. required for proper completion of the work. excluding cost of binding wire. SI 283 |
| 13 | RCC work with cement approved coarse sand and 02 cm (3/4\\") gauge approved stone ballast in the proportions of 1:1/2:3 in RCC slabs excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I, binding wire and including necessary centering and shuttering etc. and also inclduing supply of all materials, labour and T&P etc. required for proper completion of the work. excluding cost of binding wire.SI 284 |
| 14 | M.S (for steel or plain) in plain work such as RCC or RB work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wastage, bend, hooks, and authorised overlapping shall be measured. (Labour rate only but including cost of binding wire). Sl no. 504 |
| 15 | MS or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. |
| 16 | Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet)Chapter-17 (SI-692) |
| 17 | 12 mm thick plaster with cement and coarse sand modules in 1:4 over brick work minimum thickness not to be less thean 1cm. Including supply of all materials, labour tools & plants etc. required for proper completion of the work.Chapter-13 (SI-584a) |
| 18 | Laying I shaped interlocking tiles rubber moulded 80 mm thick pre cast cement concrete with compressive strength not be less than 30mpa (m-30) and weight 5kg per no. specificaitions conforming to IS including levelling and dressing of suface 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 compete But excluding cost of tile as directed by Engineer in charge. |
| 19 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 |
| 20 | Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 3:1.5:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. |
| 21 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. SI 253a |
| 22 | 02 CM thick Damp Proof course with cement and approved coarse sand 1:2 with and including water proofing as ordered by the Egineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. SI 360 |
| 23 | Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) ii) Above plinth level upto fifth floor lable (Chapter_5_Item_12B) |
| 24 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar infor super structure above plinth level upto floor five level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than12cm. (Chapter_6_Item_2+5) |
| 25 | Supply and hoisting of Sintex or equivalent high density polyethylene seamless of piece moulded tanks and placing the same in proper position including all taxes, labour and T&P etc. for proper completion of work. Tank should be ISI marked, Sintex or equivalent. (Chapter_19_Item_2) |
| 26 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore Chapter- (Chapter_23_Item_23) |
| 27 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore (Chapter_23_Item_25) |
| 28 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore (Chapter- 23_Item_16) |
| 29 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings 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 of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 15 mm nominal dia pipes (Chapter_ 23 _Item _1a) |
| 30 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings 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 of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.20 mm nominal dia pipes (Chapter_ 23 _Item _1b) |
| 31 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (Chapter_14_Item_18) |
| 32 | Supply and fixing boring and lowering for Submersible and include machine of Submersible depth 200 feet Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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