Tender For Providing Of Boundary Wall Outer Fencing Road And Culverts Under Ge Khumbathang
Tender Value
10.38 Crore
Estimated cost
Bid Submission
23 Oct 2026
20 days left
EMD
8.44 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
khumbathang → Jammu And Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Boundary Wall Outer Fencing Road And Culverts Under Ge Khumbathang
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Oct-2026 | Corrigendum 01 | Other | 23-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | M&L for Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm but n exc 1.5m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed. |
| 2 | M&L for Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5 m but n exc 3.0 m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 3.0m, as directed. |
| 3 | M&L for Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 3.0 m but n exc 4.5 m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 4.5m, as directed. |
| 4 | M&L for Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 4.5 m but n exc 6.0 m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 6.0 m, as directed. |
| 5 | Returning/filling in approved excavated soil including spreading, levelling, watering and well ramming in layers n exc 25 cm complete all as specified and directed. |
| 6 | Removing excavated material upto a distance exceeding 50 m but n exc 250 mtr and depositing where directed at a level not exceeding 1.5 m above the starting point as in all kind of soil complete all as specified and directed. |
| 7 | M&L for Earth work in excavation by mechnical means in Ordinary rock (Hydraulic excavator) means over areas n exc 1.5m depth (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.50m as complete all as specified and directed. |
| 8 | Removing excavated material upto a distance exceeding 50 m but n exc 150 mtr and depositing where directed at a level not exceeding 1.5 m above the starting point as in Ordinary rock complete all as specified and directed. |
| 9 | M&L for Earth work in excavation by mechnical means in Ordinary rock (Hydraulic excavator) / in foundation trenches or drains (not exceeding 1.5 m in width, or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50m including getting out and disposal of excavated earth lead upto 50m. complete all as specified and directed. |
| 10 | Removing excavated material upto a distance exceeding 50 m but n exc 250 mtr and depositing where directed at a level not exceeding 1.5 m above the starting point as in Ordinary rock complete all as specified and directed. |
| 11 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., complete all as specified and directed. |
| 12 | M&L for Earth work in excavation by mechnical means in Ordinary rock (Hydraulic excavator) means over areas exc 1.5m but n exc 3.0m depth (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.50m as complete all as specified and directed by Engr-in-charge. |
| 13 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out in hard dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed. |
| 14 | M&L for plain cement concrete (1:4:8), type D-2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete complete all as specified and directed |
| 15 | M&L for RCC M-30 Design mix (using 20mm graded crushed stone aggregate) as Slabs supported on walls,beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed |
| 16 | M&L for Hardcore broken stone boulders of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and well rammed to a true surface, 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 columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips etc complete all as specified and directed. |
| 18 | Formwork to rough finished flat surface of concrete to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. |
| 19 | M&L for stone wailing of random rubble, uncoursed well bounded, bedded and solidly hearted built in CM 1:6 brought to course complete all as specified and directed. |
| 20 | M&L for 15 mm thick cement plaster in CM 1:4 on stone masonry surface or surface other than fair face of brick work and finished surface even and smooth without using extra cement complete all as specified and directed. |
| 21 | M&L for Flush pointing cement plaster in CM 1:4 on stone masonry surface other than fair face or brick work and finished surface even and smooth without using extra cement complete all as specified and directed. |
| 22 | S&F for PVC (SWR) 110mm dia pipe single socketed in any length with rubber ring joints for weep holes complete all as specified and directed. |
| 23 | S&F Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors;ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 24 | M&L for Rolling and consolidating formation surfaces in cutting using with 8 to 12 tonne power road roller,watering as necessary including filling in hallows and depressions to required true gradient and camber complete all as specified and directed. |
| 25 | M&L for 200 mm thick (spread thickness) Soling or sub base with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. |
| 26 | Material & Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75mm each grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013. |
| 27 | M&L for preparing WMM surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed. |
| 28 | M&L for applying evenly a priming/tack coat with bituminous primer (Grade VG-10) using paving bitumen at 10 Kg/10 Sqm surfaces complete all as specified and as directed. |
| 29 | M&L for providing premix bituminous macadam using paving bitumen grade VG-10 with bitumen content @ 4% by weight of total mix laid by mechanical paver, rolled and compacted to required gradient and camber(Consolidated thickness 75 mm or less) with 8-12 tonne power road roller and rolled to a uniform smooth surface complete all as specified and as directed. |
| 30 | M&L for applying evenly a priming/tack coat with bituminous primer (Grade VG-10) using paving bitumen at 5 Kg/10 Sqm surfaces complete all as specified and as directed. |
| 31 | M&L for 40 mm consolidated thickness Bituminous Premixed dense ashphaltic concrete using paving bitumen (VG-10) with 5.5% binder content by weight of total mix, spread by means of self propelled mechanical spreader/paver, rolled and compacted to required camber and gradient complete by using mechanical power roller 8 to 12 tonne capacity complete all as specified and as directed. Note:- As a result of job mix formula, if quantity of binder content works out to be more than 5.5% than no extra payment shall be made to the contractor and in case its quantity works out be less than 5.5% than minimum binder content of 5.5% given herein above shall be provided. |
| 32 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed |
| 33 | Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150 x 150 x 300mm) type B1 complete all as specified and directed. |
| 34 | M&L for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia in strirrups, spaces and binder and including mild steel wire (annealed) not less than 0.9mm dia etc complete all as specified and directed. |
| 35 | M&L for RCC M-30 Design mix (using 20mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs,under-reamed piles and mass concrete as complete all as specified and directed. |
| 36 | M&L for RCC M-30 Design mix (using 20mm graded crushed stone aggregate) as in Beam, Tie beam etc as complete all as specified and directed. |
| 37 | M&L for RCC M-30 Design mix (using 20mm graded crushed stone aggregate) as in Columns, pillars, piers, posts and struts as complete all as specified and directed. |
| 38 | Form work to sides of concrete with rough finishes, foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter.as complete all as specified and directed. |
| 39 | Form work with rough finishes to side of Pillars, posts, struts, piers, columns & stanchions. as complete all as specified and directed. |
| 40 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. all as specified and as directed. |
| 41 | M&L for mild steel work of angle iron (Fe-290 Gde E-165) as in fencing post and struts including cutting tops to shape as directed, drilling holes for nut and bolts etc incl flat iron fillets for securing wire mesh staying the post in a true vertical position embedded in concrete as complete all as specified and directed by Engr-in-charge. |
| 42 | M&L for preparation of new surfaces of steel of any description not otherwise described over 10 cms in width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer , complete all as specified and as directed. |
| 43 | S&F galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing of any type of standard rails straining bolts incl securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc as directed (each line of wire to be measured) complete all as specified and directed. |
| 44 | M&L for precast cement concrete block masonry with solid block exc 10 cms in width made with PCC 1:3:6 type C-1 (using 20 mm graded aggregate) and set in CM 1:6 complete all as specified and directed. |
| 45 | M&L for rendering 10 mm thick on fair face of brick work or concrete surfaces in CM 1:6 and making the surface even and smooth without using extra cement complete all as specified and as directed. |
| 46 | M&L for preparation of newly plastered surface and applying two coats of cement paint over a coat of primer on walls all as specified and as directed. |
| 47 | M&L for 25mm thick pre formed filler for expansion joints as complete all as specified and directed by Engr-in-charge. |
| 48 | S&F for concentina coil punched type of 600 mm dia, central core wire - made from high tensile, spring steel - high carbon wire conforming to IS 4454/Part-/Grade - SM duly not dipped galvanised with diameter starting from 2.5mm, UTS 1670N/MM2, heavy zinc coating with minimum 230gm per sqm. Razor punched tape - galvanised steel strip as per IS 513/D.D grade/2004, with concertina clips heavy duty J clips to be used for making concertina coils which is made from steel FE 410.as complete all as specified and directed by Engr-in-charge. |
| 49 | M&L for walling of random rubble stone masonry brought upto courses, well bonded bedded and solidly hearted build in cement mortar (1:4) including along with providing weep holes as per drg, complete all as specified and directed |
| 50 | M&L for Pre cast cement concrete (1:3:6) type C-1 (using 20 mm graded crushed stone aggregate) as in bound stones in lieu of stone bond stones, set in cement mortar(1:4) including necessary form work as in stone masonry retaining walls complete all as specified and directed. |
| 51 | M&L for extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm to face stones granite or trap stone and dressing of face veds and joints as specified of random rubble walling uncoursed or brought upto courses complete all as specified and directed. |
| 52 | M&L for plain cement concrete 1:2:4 type B-0 using 12.5 mm graded crushed stone aggregate as in benching bed plates and coping and like, including necessary form work and finishing all exposed surfaces of concrete complete all as specified and directed |
| 53 | M&L for hand packing (Thickness as approved by Engr-in-Charge) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed |
| 54 | M&L for Gabion basket using double twisted hexagonal wire mesh basket made of galvanized steel wire of basket size (2.00 mtr x 1.00 mtr x 1.50 mtr), and wire mesh size (100 x x100 x 4mm ) complete all as specified and directed |
| 55 | M&L for Boulder filling dry, handpacked tightly, as in wire crate apron bunds (Wire crate measured separately) complete all as specified and directed. |
| 56 | M&L Cement concrete type C-2 (1:3:6) (40mm graded aggregate) in foundations,filling and mass concrete all as specified and directed by Engr-in-Charge. |
| 57 | M&L for Mild steel Round bars 10 mm dia Fe-410-W (Gde. E-250) quality-A 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 etc complete all as specified and directed. |
| 58 | M&L for RCC type M-30 Design mix (20 mm graded aggregate) Foundations, including rafts, footings, foundation beams;plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 59 | M&L for Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165complete all as specified and directed by Engr-in-Charge. |
| 60 | Supply only Chain link MS galvanisd fencing, 3.8mm dia size and aperture size (100 x 100mm) or type including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed. |
| 61 | Fixing only Chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed. |
| 62 | S&F 5 to 10mm dia Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but n exc 10cm long, complete all as specified and directed |
| 63 | M&L for preparation of new surfaces of steel of any description not otherwise described over 10 cms in width or girth and applying two coat of synthetic enamel paint over a coat of Zinc chrome primer , complete all as specified and as directed. |
| 64 | M&L for preparation of new surfaces of steel of any description n exc 10 cms in width or girth and applying two coat of synthetic enamel paint over a coat of Zinc chrome primer, complete all as specified and as directed. |
| 65 | M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate in foundation and mass concrete/filling, complete. |
| 66 | M&L for Walling of random rubble, stone masonry, brought up to course, well bonded, bedded and solidly hearted, built in cement mortar (1:4) and pointing flush the surfaces in centract with earth in the same mortar as the work proceeds, including providing necessary weep holes at 2.00 metre centre to centre (staggered) as specified and shown on drawings. |
| 67 | M&L for 15mm plaster in one layer in CM 1:4 on concrete/fair faces of brick surface, with surface finished even & smooth, complete all as specified and directed.. |
| 68 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped ends etc complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 23, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 20 daysOct 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysTender Documents
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