Tender For Repair/Maint Of Culvert, Retaining Wall, Toe Wall And Compound Wall Under Age B/R-Ii At Rms
Tender Value
46 Lakhs
Estimated cost
Bid Submission
27 Jul 2026
13 days left
EMD
92000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Wokha → Nagaland
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair/Maint Of Culvert, Retaining Wall, Toe Wall And Compound Wall Under Age B/R-Ii At Rms
BOQ
| Sl. No. | Item Description |
| 1 | M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete including demolition of old cement concrete complete all as specified and as directed. |
| 2 | M&L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in CM (1:4) including provision of weep holes including demolition of old stone boulder masonry complete all as specified and as directed. |
| 3 | M&L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in CM (1:6) including provision of weep holes including demolition of old stone boulder masonry complete all as specified and as directed. |
| 4 | All as per ser No 3.00 (here-in-before) but except stones. |
| 5 | M&L for brick work with sub class B bricks(using old size burnt bricks) straight or curved on plan exc 6 m mean radius built in CM (1:6) including demolition of old brick work complete all as specified and as directed. |
| 6 | M & L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping and the like with and including formwork complete all as specified and as directed. |
| 7 | M&L for raised pointing to random or polygonal rubble uncoursed or brought up to course in CM (1:4) including taking down old pointing from its position complete all as specified and as directed. |
| 8 | M&L for raised pointing to random or polygonal rubble uncoursed or brought up to course in CM (1:4) complete all as specified and as directed. |
| 9 | M&L for 15 mm thick rendering in CM (1:4) mixed with water proofing compound @3% by wt of cement, on fair faces of brick/concrete surfaces and surfaces finished even and fair without using extra cement including taking down old plaster from its position complete all as specified and as directed. |
| 10 | M&L for 15 mm thick rendering in CM (1:4) mixed with water proofing compound @3% by wt of cement, on fair faces of brick/concrete surfaces and surfaces finished even and fair without using extra cement complete all as specified and as directed. |
| 11 | M&L for 15 mm thick rendering in CM (1:6) on fair faces of brick work or concrete work, and finishing the surfaces even and smooth including taking down old plaster from its position complete all as specified and as directed. |
| 12 | M&L for 15 mm thick rendering in CM (1:6) on fair faces of brick work or concrete work, and finishing the surfaces even and smooth complete all as specified and as directed. |
| 13 | M&L for precast cement concrete bonds using PCC (1:3:6) type C-1 (using 20 mm coarse graded stone aggregate) in lieu of stone bonder and set in CM (1:6) including necessary form work etc complete all as specified and directed. Note :- (a) This item is applicable for item No 5 & 6 (here-in-before) only. (b) No deduction in volumes as well as in rates shall be made for PCC bond incorporated in random rubble masonry. |
| 14 | M&L for cement concrete type B-1 (1:2:4) (using 20 mm graded stone aggregate) as in surface channels and drain including demolition of old cement concrete complete all as specified and as directed. |
| 15 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds complete all as specified and as directed. |
| 16 | Supply only integral water proofing compound (ISI marked) complete all as specified and as directed. |
| 17 | S&F in repairs precast cement concrete louvres and jallies,type B-0, (1:2:4) (using 12.5 mm graded stone aggregate) 25mm thick (measured solid) and setting in mortar (1:4),including necessary form work and mould complete all as specified and as directed. |
| 18 | M&L for RCC design Mix M-25 (using 20mm graded stone aggregate) as in plinth beams, beams,lintel, lintel band and gable beams etc including demolition of old RCC from its positions complete all as specified and as directed. |
| 19 | Use and waste of formwork to sides and soffits of floors or roof beams, beams haunchings, girders,bressummers lintels, cantilevers, shelves including supports overhangs etc also splays between floors and beams complete all as specified and directed. |
| 20 | M & L for preparation of new platered surfaces of wall and applying three coats of white wash on walls complete all as specified and as directed. |
| 21 | Material and labour for preparation of new external surfaces of walls including cornices, pilasters etc (Plastered or un plastered surfaces) and applying two coats of cement based paint over and including a coat of primer complete complete all as specified and as directed. |
| 22 | M & L for preparation of old decorated surfaces of walls (plastered) by brooming down with steel wire brushing and applying one coat of white wash on wall complete all as specified and as directed. |
| 23 | M&L for preparation of old decorated surfaces of walls including cornices, pilasters etc (plastered or unplastered surfaces) and applying one coat of cement base paint complete all as specified and as directed. |
| 24 | M & L for complete removal of existing treatment of plastered surface of wall and applying two coats of cement base paint complete all as specified and as directed. |
| 25 | Excavation over areas n.exc 1.5m deep & getting out soft/loose soil etc complete all as specified and as directed. |
| 26 | Excavation over areas exc 1.5m deep but n.exc 3 m deep & getting out soft/loose soil etc complete all as specified and directed. |
| 27 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in deepth; for foundation etc or for shafts, wells, cesspits, manhole, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. |
| 28 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc. 25cm in soft/loose soil complete all as specified and as directed. |
| 29 | Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point in soils complete all as specified and as directed. |
| 30 | M&L for PCC (1:2:4) type B-2 (using 20mm graded stone aggregate) as in foundation, filling and mass concrete including demolition of old cement concrete complete all as specified and as directed. |
| 31 | M&L for RCC design Mix M-25 (using 20mm graded stone aggregate) as in rafts of retaining wall including demolition of old RCC from its positions complete all as specified and as directed. |
| 32 | M&L for RCC design Mix M-25 (using 20mm graded stone aggregate) as in walls, basement walls, ballast walls and the like,any thickness; above top of footings; including attached pilasters and buttresses rafts of retaining wall including demolition of old RCC from its positions complete all as specified and as directed. |
| 33 | Formwork to sides of rafts rough finished surfaces of concrete complete all as specified and as directed. |
| 34 | Formwork to sides of RCC retaining walls rough finished surfaces of concrete complete all as specified and as directed. |
| 35 | M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed. |
| 36 | All as per ser No 35.00 (here-in-before) but above 5mm dia and over upto and including 10mm dia as in stirrups. |
| 37 | S&F in repairs 110 mm dia PVC (SWR) pipe single socketed in any length as in weep holes complete all as specified and as directed. 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 · 13 daysJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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