Tender For Provn Of Perimeter Wall And Perimeter Road With Associated Works At Certain Locations At Af Stn Srinagar
Tender Value
1.13 Crore
Estimated cost
Bid Submission
18 Nov 2026
18 days left
EMD
1.88 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
Budgam → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Perimeter Wall And Perimeter Road With Associated Works At Certain Locations At Af Stn Srinagar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 26-Oct-2026 | Corrigendum | Other | 18-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Sch 'A' Part-I Part-I (Road) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm 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 in all kind of soil as directed by Engineer-incharge . (370.27 Road +662.40 RCC wall) |
| 3 | M&L for rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne & n.exc 12 tonne, watering as necessary including filling hollows and depression to required gradient and camber complete as specified and as directed by the Engr-in-Charge. |
| 4 | 150 mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stone of size range 100 mm to 50 mm deposited, spraead and levelled in one layer, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 10 tonne power roller complete all as specified. |
| 5 | Laying and compacting 150 mm thick (compacted thickness laid in two layers of 75mm thick each) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH 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 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 |
| 6 | M&L for applying evenly a priming/tack coat with bituminous prime over WMM surface at 10 kg per 10 Sq metre, using paving bitumen,complete all as specified and as directed by the Engr-in-Charge. |
| 7 | M&L for premix bituminous macadam,VG-30 with 4% binder content, laid/rolled and compacted to required gradient and camber (consolidated thickness 40 mm ), binder content paving bitumen any penetration, complete all as specified and as directed by the Engr-in-Charge. |
| 8 | M&L for applying evenly a priming/tack coat with bituminous prime over WMM surface at 2.5 kg per 10 Sq metre, using paving bitumen,complete all as specified and as directed by the Engr-in-Charge. |
| 9 | M&L for providing VG-30 bituminous premix semi-dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content as in semi-dense asphaltic concreteby weight of total mix, rolled and compacted to required camber and gradient complete all as specified. |
| 10 | Removing excavated material upto exc 250 m but n.exc 500m and deposited where directed at a level n exc 1.5 m above the starting point.(370.27 Road +30.35 Area Drainage) |
| 11 | 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. |
| 12 | Providing and laying at or near ground level factory made kerb stone of M-25grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete |
| 13 | Sch 'A' Part-I Part-II (EXTERNAL ELECTRIC SUPPLY) |
| 14 | Supply, laying & testing of LT Cable XLPE insulated, galvanised steel strip or wire mounted, electric power cables (heavy duty) with stranded alumininum conductor, 1100 volts, grade corss sectional area 4 core, 10 sqmm complete all as specified and as directed. |
| 15 | Excavation in trenches in soft/loose soil not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth and getting out all as required for laying of cables, all as specified and as directed. |
| 16 | Supplying & laying DWC (Double Wall Corrugated) HDPE pipe of internal dia 50 mm conforming to IS 14930 (Part-II), complete with all necessary couplers, bends and all as specified and directed |
| 17 | Supply, installation, testing, commissioning of 8.0 meter long factory hot dip galvanised tapered octagonal MS pole manufactured from 3.0 mm thick steel sheet, complete with base plate (200x200x16mm), foundation bolts, pole cap, maintenance door, inbuilt weatherproof junction box with terminal connectors, one No of MCB SP5-32 A 240 V, earthing terminal, suitable single arm street light bracket-1.0 M, cable gland, lugs, nuts, bolts, washers and all other accessories required for complete installation, with necessary formwork, PCC/RCC foundation & coping (as per Bajaj drawing No EPCL-SL-OCT-8M-130-70-3-S) including pole numbering with epoxy paint & erection on foundation complete all as specified and directed by Engr-in-Charge. Make :- Bajaj, Wipro, Philips |
| 18 | Supply and fixing wiring from street light on pole to junction box cable of size 1.5 sqmm cu conductor with FR PVC insulated three core in surface/recessed as required and directed . (For street light fittings). Make :- Polycab, Havells, Crompton |
| 19 | Supply and fixing new generation energy saving roadway liminaire with LED street light fitting 1x60 watt 230 v AC outdoor type with high pressure die cast aluminium hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics compete with IP 65/66 protection complete internally pre-wired and including connecting up with three core copper conductor cable with suitable size. Make :- Bajaj, Havells, Jaquar |
| 20 | Earthing complete with galvanised steel earth plate electrode of size (600x600x6.00) mm thick buried directly into ground vertically to depth not less than 2.25 mtr below normal ground level with top edge of earth plate at a depth not less than 1.5 metre below normal ground level, sorrounded on all sides by alternate layers of 150 mm thick charcoal and common salt, connected to galvanised wire of size 4 mm dia by means of lugs, bolts, nuts, washer, check nuts of galvanised iron or steel all as shown in electrical plate No 3, strip protected by dia 15 mm bore light grade GI pipe laid in floor and fixed to wall with proper size of clamps upto machinery or equipment to be earthed and watering pipe of bore 20 mm dia GI light grade from plate top end to ground level including wire mesh funnel, PCC, earth chamber pit with PCC 1:2:4, type B-1 using 20 mm graded stone aggregate including form work cement mortar including RCC pit cover 40 mm thick with frame necessary excavation and earth work in any type of soil, including testing of earthing on completion for desired result all as specified and directed. Note :- EArth filling should be stone free soil. |
| 21 | Sch 'A' Part-I Part-III (AREA DRAINAGE) |
| 22 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil. |
| 23 | M&L for PCC 1:3:6 type C2 (40mm graded aggregate) in fdn filling and mass concrete complete all as specifiedand directed by Engr-in-Charge. |
| 24 | M & L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and as directed. |
| 25 | M&L for Rendering cement plaster 1:4, 15mm thick on fair faces of brick work or concrete surfaces is to be finished even and smooth (without using extra lime or cement) complete all as specified and as directed. ( 118.50 Area Drainage + 21.00 Steel gate) |
| 26 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in any type of soil. (13.93 for Area Drainage +45.27 for Ext Elec + 432.00 RCC wall +45.40 Steel Gate) |
| 27 | M&Lfor 25mm thick Cement concrete 1:2:4 type C-0 using (12.50 mm graded aggregates) used as in surface channels and drains complete all as specified. |
| 28 | M & L Brickwork on edge Continuous brick edging; with width equal to the length of the brick; laid dry on edge vertically complete all as specified and as directed. |
| 29 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. |
| 30 | Sch 'A' Part-I Part-IV (RCC WALL) |
| 31 | 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 in foundation of poles and stay assembly for bed concrete complete all as specified and directed by Engr-in-Charge. |
| 32 | M&L for RCC M-30 (20mm graded crushed stone aggregates) design mix in 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 by Engr-in-Charge. |
| 33 | M&L for RCC M-30 (20mm graded crushed stone aggregates) in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresse complete all as specified and directed by Engr-in-Charge. |
| 34 | M&L for Mild steel 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-Charge. |
| 35 | Removing of surplus soil to a distanceexc. 50 mtr but n.exc 250 mtr and deposited where directed at a level not exceeding 1.50m from the starting point, complete all as specified and as directed. |
| 36 | M&L for Formwork to sides of concrete 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 including rough finished surface complete all as specified and directed by Engr-in-Charge. |
| 37 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter and including rough finished surfaces complete all as specified and directed by Engr-in-Charge. |
| 38 | Supply only 25 mm thick pre-formed filler for expansion joints complete all as specified and directed by Engr-in-Charge. |
| 39 | M&L for applying two coats of cement base paint over one coat of alkali resistant priming paint on RCC plaster wall including preapration of new plaster surface complete all as specified and directed by Engr-in-Charge.. |
| 40 | M&L for Rendering cement plaster 1:3 , 5 mm thick on fair faces of brick work or concrete surfaces is to be finished even and smooth (without using extra lime or cement) complete all as specified and as directed by Engr-in-Charge. . |
| 41 | S & F 110mm PVC (SWR) pipe single socketed, in any length with rubber ring joints, laid in trenches or floor or as in weep holes complete all as specified. |
| 42 | Sch 'A' Part-I Part-V (STEEL GATE) |
| 43 | Excavating over areas, n exc 1.5 m deep and getting out getting out in any type of soil complete all as specified and as directed. |
| 44 | All as per item no 01 above exc 1.5m n exc 3 m deep complete all as specified and as directed. |
| 45 | M & L Cement concrete Type D-2, 1:4:8 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed |
| 46 | M & L formwork flat rough finish surface of concrete to sides of concrete 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 complete all as specified and as directed |
| 47 | M & L for Design Mix M-30 in 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 as directed |
| 48 | M & L formwork square and rectangular rough finish surface of concrete to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed |
| 49 | M & L for Design Mix M-30 as in columns, pillars, piers, posts and struts complete all as specified and as directed |
| 50 | S & F 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed |
| 51 | Ditto, all as per item no 13 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed |
| 52 | M & L framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complet confirming Fe-410 Gde E-250 quality B complete all as specified and as directed |
| 53 | S&F MS sheet 6mm thick plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with attachment confirming Fe-410 Gde E-250 quality B |
| 54 | S&F MS work in wheel track welded to steel gate confirming Fe.290.Gde-E-165 complete all as specified and as directed |
| 55 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point and specfied as directed. ( 20.75 steel gate + 5.76 Ext elec) |
| 56 | M & L preparation of new steel surfaces over 10cm girth or width and applying two coat of synthetic enamel paint over a coat of primer complete all as specified and as directed |
| 57 | M&L for applying two coats of cement base paint over one coat of alkali resistant priming paint on RCC plaster wall including preapration of new plaster surface complete all as specified and directed . Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 18, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 18 daysNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysTender Documents
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