Tender For Provn Of Retaining Wall, Drainage And Road Near Gurudwara At Nar Singh Ground, The Kumaon Regimental Centre Ranikhet Under Para 35 Of Dwp 2020 Under Ge Ranikhet
Tender Value
47.56 Lakhs
Estimated cost
Bid Submission
07 Sep 2026
11 days left
EMD
95150
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Almora → Uttarakhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Retaining Wall, Drainage And Road Near Gurudwara At Nar Singh Ground, The Kumaon Regimental Centre Ranikhet Under Para 35 Of Dwp 2020 Under Ge Ranikhet
BOQ
| Sl. No. | Item Description |
| 1 | Excavation over areas n exc 1.5 mtr deep and getting out in hard & dense type of soil complete all as specified and directed. |
| 2 | -ditto- as per item No 2 but depth exceeding 1.5 mtr and n.exc. 3.00 mtr -ditto- |
| 3 | M&L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed. |
| 4 | M&L for RCC M-25 design mix as in footing, foundation beams, plinth beams, bases of columns complete all as specified and directed. |
| 5 | M&L for RCC M-25 design mix as in walls, retaining walls, basement walls, ballast walls and the like of any thickness above top of footing including attached pilasters and buttresses complete all as specified and directed. |
| 6 | Use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to batter, flat, rough finish surface of concrete complete all as specified and directed. |
| 7 | Use and waste of form work to walls, retaining walls, basement walls, ballast walls and the like including attached pilasters and buttresses and similar work vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed. |
| 8 | S&F mild steel TMT bar 10 mm dia and over, as in reinforcement, cut to length, bent to shape etc, including binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 9 | Returning filling in hard/dense soil including spreading, levelling, watering and well ramming in layers n exc 25 cm thick complete all as specified and directed. |
| 10 | Removing excavated soil to a distance not exc 50 M, depositing where directed at a level not exc 1.5 metre above the starting point complete all as specified and directed. |
| 11 | Hand packing of broken stone ( any thickness) at back of the retaining wall etc and raising and lowering to required level complete all as specified and directed. |
| 12 | S&F PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints complete all as spd. |
| 13 | Surface Excavation in hard/dense soil n,exc 30cm deep and averaging 15cm deep and getting out complete all as specified and directed. |
| 14 | M & L for hard core of gauge not exc. 63mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. |
| 15 | M&L 100 mm thick cement concrete 1:4:8 type D-2 finished fair and even as in sub base Complete all as specified and directed. |
| 16 | M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed. |
| 17 | M & L for providing plain cement concrete type B-1, 1:2:4 (using 20 mm graded crushed stone aggregate) as in coping, bed block for embedding hold fasts, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed. |
| 18 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or n. exc.10 Sqm on plan and n. exc. 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out hard&dense soil complete. |
| 19 | Excavating in trenches, not exceeding 1.5m wide and exceeding 1.5m but not exc. 3.00 in depth for foundation, etc or n. exc.10 Sqm on plan and n. exc. 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out hard&dense soil complete. |
| 20 | M/L Cement concrete 1:4:8 type D-1 using 20mm graded stone aggregate in surface channels and drains complete. |
| 21 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate) as in foundation & mass concrete bed of manhole etc. complete all as specified and directed. |
| 22 | M/L Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:4 complete. |
| 23 | M/LCement concrete 1:2:4 type D-1 using 20mm graded stone aggregate in surface channels and drains complete. |
| 24 | M/L Cement concrete 1:3:6 type C-1 using 20mm graded stone aggregate in cills, seismic and other similar bands, plinth courses, copings, bed plates, bond stones, etc including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work complete. |
| 25 | M/L for Rendering 15mm thick in cement mortar 1: 4 on faces of brick work or concrete surfaces,finished even and smooth without using extra finished fair and even complete. |
| 26 | Providing, laying and jointing 200 mm dia PVC perforated pipe with Non-woven geotextile (SN-8 or as specified), with machine-made perforations over the required circumference, jointing with rubber ring/socket, testing, complete in all respects as directed. |
| 27 | M&L unplasticised PVC pipe 200 mm dia type 'B' with wall thickness 4mm (Min) of pressure rating 4 KN/Sqm laid in trenches and jointed with cement solvent including testing complete all as specified and directed. |
| 28 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate) as in bed of drain pipes, laid to falls including packing under, haunching against the sides of pipes after they are laid, jointed and tested for 150mm bore pipe complete all as specified and directed. |
| 29 | M & L providing precast cement concrete 1:2:4 type B1(20mm graded aggregate) as in cover slab for manholes, landing etc. setting in cement mortar 1:6 complete all as specified and directed. |
| 30 | M/L Extra for forming fair finished drain or channel 60 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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