Tender For Provision Of Prefabricated Iso Container ( Fpm, Special Works) With Door Opening On Both Side And 02 X Row Of Seating For Repair Renovation Loc Under Ge 865 Ews
Tender Value
96.24 Lakhs
Estimated cost
Bid Submission
16 Oct 2026
8 days left
EMD
1.69 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
leh → Ladakh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Provision Of Prefabricated Iso Container ( Fpm, Special Works) With Door Opening On Both Side And 02 X Row Of Seating For Repair Renovation Loc Under Ge 865 Ews
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Sep-2026 | CRITICAL DATE REVISION | Date | 16-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in Excavation by mechanical means (hydraulic excavator) means over areas not exc 1.5m deep and getting out in all kind of soil incl getting out and disposal of excavated earth lead upto 100 Mtr complete all as specified and directed by Engr-in-Charge. |
| 2 | Earth work in Excavation by mechanical means (hydraulic excavator) means over areas exc 1.5m deep but n.exc 3.0 m depth and getting out in all kind of soil incl getting out and disposal of excavated earth lead upto 100 Mtr complete all as specified and directed by Engr-in-Charge. |
| 3 | Excavation in trenches for foundation etc not exc 1.5m wide and not exc 1.5 m in depth in hard/dense soil complete all as specified and directed by Engr-in-Charge. |
| 4 | M&L for providing PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 5 | M&L for hardcore of broken stone gauge not exc 63 mm deposited spread and leveled in layers not exc 15 cm thick watered and rammed to true surfaces complete all as specified and directed by Engr-in-Charge. |
| 6 | M&L for providing PCC 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in sub base and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 7 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified and directed by Engr-in-Charge |
| 8 | M&L Precast cement concrete 1:3:6 Type C1 (using 20mm graded stone aggregate) block masonry with solid blocks exc 10cm in width and setting in CM 1:6 complete all as specified and directed by Engr-in-Charge. |
| 9 | M&L for PCC type B1 (1:2:4) using 20 mm graded crushed stone aggregate as in coping, mass concrete Complete all as specified and directed by Engr-in-Charge. |
| 10 | M&L for flush pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:4 complete all as specified and as directed by Engr-in-Charge. |
| 11 | Rendering 15mm thick cement plaster on brick masonry surfaces in cement mortar 1:4 finished to even & smooth surfaces (without using extra cement) complete all as specified and directed by Engr-in-Charge. |
| 12 | M&L for 100 mm thick Cement concrete type B-2, 1:2:4 (20 mm grade stone aggregate) in gradient 1:3 as in floor of ramp complete all as specified and directed by Engr-in-Charge. |
| 13 | Returning, filling in incl spreading, levelling, watering and well ramming in layers not exc. 25cm thickness complete all as specified and directed by Engr-in-Charge. |
| 14 | Removing surplus spoil to a distance exc. 50m but not exc. 100m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed by Engr-in-Charge. |
| 15 | M&L for rolled section as in main and cross beams, hip, jack rafters and purlins of Fe 410-W (Gde-E-250-C quality) fixed on both side of ISO container and retaining wall to cover the gap between retaining wall and container complete all as specified and directed by Engr-in-Charge. |
| 16 | M&L for providing 3 mm thick mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size holes punched including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, incl bending or turning up, mitred angles, etc complete all as specified and directed by Engr-in-Charge. |
| 17 | M&L for providing 6 mm thick plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment etc complete all as specified and directed by Engr-in-Charge. |
| 18 | S&F PVC (SWR) pipe 110 mm bore single socketed, in any length with rubber ring joints, as in weep hole complete all as specified and as directed by Engr-in-Charge. |
| 19 | M&L ISO Container size (12 x 3.60 x 2.55 mtr) prefabricated container with door opening on both width side, No windows and 02 Rows of seating with inbuilt electric fittings complete all as specified and directed by Engr-in-Charge. The containter shall be below GL. |
| 20 | Excavating in post holes hard/dense soil (of similar holes) each n. Exc. 0.50 cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25cm, watering and removing surplus soil to a distance n. Exc. 50m and making good surface complete all as specified and directed by Engr-in-Charge. |
| 21 | M&L PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate), as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, benching, kneelers, apex stones, bed plates, kerbs not provided , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed by Engr-in-Charge. |
| 22 | Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other ends with washers exc 20 mm and n. exc 25 mm dia and, n exc 30 cm long complete all as specified and as directed by Engr-in-Charge. |
| 23 | M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer over 10cm in width or girth complete all as specified and as directed by Engr-in-Charge |
| 24 | M&L for multipurpose protector rain & dust cover sheet 300 micron HDPE black trap complete all as specified and directed by Engr-in-Charge |
| 25 | M&L for provision of sand with sandbags for overhead protection and camoflage to ISO container, complete all as specified and directed by Engr-in-Charge. |
| 26 | Supplying laying and testig of XLPE insulated armoured heavy duty electric cable with aluminium conductor, 1100 volts grade cross-sectional area 16 sqmm 2 core complete all as specified and directed by Engr-in-Charge |
| 27 | Removing excavated materials (soil) not exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed by Engr-in-Charge. |
| 28 | M & L for sand cushioning to underground cable with clean dry river sand complete all as specified and directed by Engr-in-Charge. Note:- Punned thickness only shall be measured & Paid. |
| 29 | Supplying and laying reinforced precast concrete cable cover, class LV,type l flat, size 250mmx150mmx40mm complete all as specified and directed by Engr-in-Charge. |
| 30 | Earthing complete with galvanised steel earth plate electrode 60cmX 60cm X 6mm thick buried directly in ground vertically to a depth not less than 2.25 meters deep below ground level with top edge of the earth plate not less than 1.5 meters deep below normal ground level, connected with and including galvanised iron strip of size 32 x 6mm connected to main test point as directed as earthing lead by means of nuts, bolts and washers of galvanised iron protected by 40mm dia (medium grade) GI tubing, funnel, wire mesh, 20mm bore GI tubing (light grade) watering pipe, including concrete pit in PCC (1:3:6) type C-1, precast RCC (1:2:4) type B-1 cover slab of size 350 x 350 x 50mm reinforced with 8mm dia TMT bars @ 15cm c/c in both ways and 10mm dia MS handle (01 No) of suitable size for lifting of cover slab, charcoal and salt in alternate layers including necessary excavation and earth work in soft/loose soil all as shown in Electric plate No 3 of SSR Part-I and testing on completion complete all as specified and directed by Engr-in-Charge. |
| 31 | S&F MCB DB SPN 4 way double door 240 volts 50hz with complete accessories complete all as specified and directed, |
| 32 | S&F MCB SP 6 to 32 amps C series complete all as specified and directed, |
| 33 | S&F MCB SP 40 to 63 amps C series complete all as specified and directed, Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 16, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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