Tender For special Repair To Road Cum Stone Retaining Wall Near Electric Pole No (Cr-21) To (Cr-25) Mh Main Gate At Circular Road Under Age(I) Lansdowne
Tender Value
26.57 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
22 days left
EMD
53150
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pauri Garhwal → Uttarakhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special Repair To Road Cum Stone Retaining Wall Near Electric Pole No (Cr-21) To (Cr-25) Mh Main Gate At Circular Road Under Age(I) Lansdowne
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of PCC in ground floor and pavings not exc 15 cm thickness below or above ground level complete all as specified and directed. |
| 2 | M&L for Cement concrete work in road /Path/ Hard Standing having minimum 28 days field flexural strength of 40kg/ sqcm , thickness of concrete 25 cm or less, aggregate gradation as per table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregate of clean natural sand or crushed stone sand or combination of both using minimum cement content of 400 kg/cum complete all as specified and directed.Using Cement OPC 43 Grade only.Note :- (i) The design mix shall be got done from approved lab and got approved from GE/AGE (I) before commencement of work.(ii) In the event of variation in the design mix in the minimum cement content will be adjusted through supply only rate at market rate or procurment rate whichever is more for cement. However no plus adjustment shall be applicable, if excess quantity of cement content is used/ approved in the execution of work under this items.(iii) Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC: 15-2017. |
| 3 | M&L for spike rolling to surface or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed. |
| 4 | M&L for forming Contraction (Dummy) joints 50 mm deep x 10 mm wide,filled with sealing compound Grade A complete all as specified and directed. |
| 5 | M&L for forming expansion joints 12 mm thick , filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound grade 'A' for depth 150 mm complete all as specified and directed. |
| 6 | Removing excavated material exc 250m but n.exc 500m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed. |
| 7 | Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins,arches, pillars,etc. but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 8 | M&L for walling of random rubble masonary, well bonded, bedded and solidly hearted, brought upto courses, built in cement mortar (1:6) complete all as specified and directed.Note :- Only quantity of PCC bond stone to be deducted from quantity of random rubble masonary. |
| 9 | Description same all as item No. 08 above but except stone complete all as specified and directed. Note :- Old retreived serviceable stone under demolition item shall be used. |
| 10 | M&L for PCC (1:2:4) type B-1, using 20 mm graded stone aggregates, as in roof kerb/ benching/ coping, bed plates, for fixing of hold fast, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed. |
| 11 | Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surfacae not exceeding 40mm to face stone for Lime or sand stone and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto courses complete all as specified and directed. |
| 12 | M&L for raised pointing in cement mortar (1:4) to random rubble or polygonal rubble masonary uncoursed or brought upto course complete all as specified and directed. |
| 13 | M&L for 15 mm thick plastering on fair faces of stone surfaces, in CM (1:6), surface finished even and smooth without using extra cement complete all as specified and directed. |
| 14 | S&F 75 mm bore PVC (SWR) pipes single socketed in any length (6Kg/Sqcm pressure rating) and fixed in retainnig wall as spout (for weep holes) including graded coarse stone aggregate as a filter media of size 300x300x300 mm complete all as specified and as directed. |
| 15 | M&L for Precast PCC (1:3:6) type C-1, using 20mm graded crushed stone aggregate as in bond stones in lieu of stone bond stones, set in cement mortar (1:6), complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysOct 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 31 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender