Tender For Provision Of Storm Water Drain Along With Boundary Wall At Slate Godown Under Age B/R-Ii At Mil Stn Yol
Tender Value
43.50 Lakhs
Estimated cost
Bid Submission
12 Sep 2026
10 days left
EMD
87000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Storm Water Drain Along With Boundary Wall At Slate Godown Under Age B/R-Ii At Mil Stn Yol
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-Aug-2026 | Corrigendum1 | BOQ | 12-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out in all kind of soil excavated soil and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed. |
| 2 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in all kind of soil and disposal of excavated earth lead exceeding 1Km and not exceeding 1.5Km complete all as directed by Engineer-in charge |
| 3 | Removal of surplus any type soil of excavated material exc 1.0 Km but n exc. 1.5 Km and deposited where directed complete all as specified. |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and as directed.. |
| 5 | PCC 1:3:6 type D-2, using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. |
| 6 | PCC 1:2:4 type B-I, using 20mm graded crushed stone aggregate, as in surface channels & drain including use of form work complete all as specified and directed. |
| 7 | Brick work with fly ash bricks straight or curve on plan exceeding 6m radius, built in CM 1:4 complete all as specified and directed by Engr-in-Charge |
| 8 | M&L for plain cement concrete 1:2:4, type B1 (using 20mm graded crushed stone aggragate), in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and holdfast and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs n, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including use of form work complete all as specified and directed. |
| 9 | Rendering 15mm thick in cement mortar 1:4 on fair faces of brick walls or on concrete surfaces, finished even and smooth with using using extra cement complete all as specified and as directed. |
| 10 | Rendering 20mm thick in cement mortar 1:4 on stone wall or other than fair faces of brick walls; finished even and smooth without using extra cement with water proofing compound as per manufactare instruction complete all as specified |
| 11 | Reinforced concrete pipe, class NP-3, 450mm dia laid and jointed complete with collars ;complete all as specified and directed. |
| 12 | Reinforced concrete pipe, class NP-3, 600mm dia laid and jointed complete with collars ;complete all as specified and directed. |
| 13 | Mild steel framed work such as grills of windows, gratings, tank staging etc with ends of bars shouldered and/ or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed ballusters walk ways; railings; flat iron for framing grills, framework of water tanks and similar work conforming to Fe.290. Gde-E-165, all as specified. |
| 14 | Preparation of new steel and iron surfaces of any description over 10 CM width or girth and applying two coats of synthetic enamel paint, over a coat of red oxide complete all as specified. |
| 15 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 16 | Walling of random rubble stone masonry , uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and directed. |
| 17 | M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for coloumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified. |
| 18 | Reinforced cement concrete type B-1, 1:1.5:3 (using 20mm graded crushed stone aggregate) slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like |
| 19 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), rough finished surfaces of concrete flat complete all as specified and as directed |
| 20 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, fair finished surfaces of concrete flat complete all as specified and as directed |
| 21 | M&L 75mm PCC, M-10 (Nominal Mix) type C-2 (using 40mm graded crushed stone aggregates) as in sub base flooring finished even and fair without using extra cement, complete all as specified and directed . |
| 22 | Providing and laying 60mm thick factory made chamfered edge cement concrete paverblock of M-35 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 usingPU mould, laid in required colour & patternover 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 & directed. |
| 23 | Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement incl forms, moulds, mitred/stoped ends etc., complete all as specified and as directed by the Engineer-in-charge. |
| 24 | Deduction to be made from BOQ for Sch 'A' Part-II (Schedule of credit) Note: Tenderers shall not quote for this schedule. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 25, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 12, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 10 daysSep 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysTender Documents
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