Tender For Tender For Construction Work Of Shifting The Footpath In Front Of Akshaya Patra In Ward No. 26 Towards The Back Of Maharishi Ground.
Tender Value
12.15 Lakhs
Estimated cost
Bid Submission
17 Nov 2026
4 days left
EMD
1.21 Lakhs
Bank guarantee accepted
Document Fee
1534
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Tender For Construction Work Of Shifting The Footpath In Front Of Akshaya Patra In Ward No. 26 Towards The Back Of Maharishi Ground.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of old bricks laid on flat kharanja stacking of old bricks. ( Old Tiles Road) |
| 2 | 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 |
| 3 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction ofEngineer-in-Charge |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per DSR-2023 S.I No. 2.8.1 |
| 5 | Cartage of ballast kankar. Coal. grit or sand Includicv bedvng & unloading but excluding stacking on pakka roads (1Km) |
| 6 | Earthwork in cutting or in embankment in ordinary soil with Cartage of earth from 7 Km as per si no 253(a) , 261© |
| 7 | 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 vibratory roller to achive desire density complete as per technical specification clause as per MORD 401 |
| 8 | 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-IO 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 |
| 9 | M-150 Class B/W in 1:4 cement, coarse sand 1.25 F.M motar in foundation and plinth including supply of all materials, labour , T & P etc. As per P.W.D. S.I. No. 305(a) |
| 10 | Laying of 80mm thick old precast cement concrete i-shape or zigzag interlocking paver blocks with top layer of mionimum 8mm thickness having plan dimensions 200x(160+120mm) with minimum 5mm thick topping of O.P cement smooth high gloss finish, skid resistant manufactured from rubber moulds through vibro-compression mechanism the compressive strength of concrete paver block shall not be less than 30 Mpa (M-30) and weight 5kg per No |
| 11 | Supply of 80mm thick precast cement concrete i-shape or zigzag interlocking paver blocks with top layer of mionimum 8mm thickness having plan dimensions 200x(160+120mm) with minimum 5mm thick topping of O.P cement smooth high gloss finish, skid resistant manufactured from rubber moulds through vibro-compression mechanism the compressive strength of concrete paver block shall not be less than 30 Mpa (M-30) and weight 5kg per No |
| 12 | Supply of 80mm thick precast cement concrete i-shape or zigzag interlocking paver blocks with top layer of mionimum 8mm thickness having plan dimensions 200x(160+120mm) with minimum 5mm thick topping of O.P cement smooth high gloss finish, skid resistant manufactured from rubber moulds through vibro-compression mechanism the compressive strength of concrete paver block shall not be less than 30 Mpa (M-30) and weight 5kg per No |
| 13 | 12 mm thick plaster in 1:4 cement and coarse sand mortar on brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour,T & P etc. As per SI No 584(a) |
| 14 | P.C.C work in 1:2:4 Cement, c/ sand, and 20 mm stone grit including supply of all materials, labour , T & P etc. As per S.I.No 279(a) |
| 15 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution |
| 16 | R.C.C Work 1:1.5:3 in cement,c.sand and 20 mm stone grit in door sills, chaukhat, boundry post etc as per si no 282(a) for Road xing |
| 17 | M.s or tor steel in plain such as RCC work i/c its cutting, bending & binding complete As Per DSR 5.22 |
| 18 | S&F of inaugration granite stone having all the details engraved |
| 19 | Deduction of Old bricks |
| 20 | Add 18% Gst Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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