REPAIR TO MONSOON DRAIN, PATCH REPAIRS, AND SGA PLOUGHING AND TAR EPOXY AND SIGNAGE BOARD UNDER AOR OF GE (AF) SRINAGAR

Amount

Deployment of man power & tractor etc for ploughing in any type old sand filled in soft ground arrester with disc plough mechanically operated with average depth of 30 cm running the plough in long and traverse direction and cleaning away of all grass / vegetable spoils, shrubs under growth roots and removing rubbish including hard objects etc. from the surfaces to a distance exc 150 metre but not exc 500 metre all as specified and as directed.

Cleaning of drain not exceeding 1.5 metre deep and bottom width 40 to 50 cm by removing of deposited soft / loose soil and other foreign materials average depth not exc 20 cm deep and removal of debries and other foreign materials to a distance exc 250 m but n.exc 500 m complete all as specified and directed by Engineer-in-charge

Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc, complete all as specified and directed by Engineer-in-Charge

M&L for stone masonary Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and as directed.

All as per item No 04 above but except stone, using old stone retrived from item No 03 above.

Raking out joints / pointing to random rubble stone masonary, uncoursed or brought up to courses built in cement mortar, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Flush pointing to random rubble masonry uncoursed or brought up to courses in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge

Demolition of unreinforced cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge

M&L for cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in coping and the like, weathering, slightly rounded or chamfered angles including necessary form work complete.

M&L for Repair to patches of flexural portion of runway, average depth n.exc 80 mm, by sweeping free from dust and mud or water with wire or jute brush scoring sunken surfaces in runway pavement, cutting around edge to the depth 80 mm, making proper rectangular or square shape patch and making good by applying tack coat with bituminous primer (catonic emulsion RS) and filling the patch with Readymade Bituminous patching mix of using cutback bitumen, rolled and compacted to required camber and gradient with hand roller, removing all the debries and clean the surface by booming and making FOD free surface to runway, complete all as specified and directed by Engineer in charge. Make:- STP Limited / New gurbinder industries Ltd / Bostik / SN industries

M&L for repair to flexible portion of runway surface (depressed portion / cracked portion) by cutting damaged / spilled portion to required depth removing useless worthless all looses and foreign materials etc to a distance exceeding 100 m but not exceeding 500 m. Cleaning the surface thoroughly with brushes and finally with compressed air, filling and levelling the surface with EPOXY TAR COMPOUND two components mortar after priming including formwork where required all as specified and as directed. Make:- SN industries. / STP / New gurbinder industries Ltd / Bostik / SN industries.

M&L for fabrication and erecting of sign board of size 3174 mm x 800 mm (size of Aluminium composite panel) erection in position as directed adopting the following specification / measurement including taking down old board of any description.

(a) Main Post 3 Nos of stainless steel pipe 50 mm dia & 1.5 mm wall thickness of grade 316 [two Nos post of length of each post 2.00 metre (1.40 metre above GL and 0.60 metre below GL) & one No post 1.2 metre (0.60 metre above GL and 0.60 metre below GL).]

(b) Frame between ACP, fabricated with 25 mm size stainless steel square tube with 1.5 mm wall thickness of grade 316, comprising 5 Nos vertical member and 2 Nos horizontal member, including fixing arrangement for ACP and welded on main post.

(c) 2 Nos aluminium composite panel 5 mm thick (each of size 3174 mm x 800 mm) in non metallic colour of approved shades consisting of 4 mm thick mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoro polymer resin coating of approved colour and shade on exposed face and polymer (Service) coating on other face, fixed on both face over SS frame mention at Sl No (b) above complete all per manufacturer instruction & as directed.

(f) Providing on Exposed face of each ACP sheet, High intensity prismatic grade retro reflective sheeting as base and with cut out massage (legends borders, letters numerals, site map etc, as per design and pattern approved) with high intensity prismatic grade retro reflective sheeting, pasting as per manufacturers instruction. Make of retro reflective sheeting shall be 3M or equivalent make approved By the GE.

g) Excavating 2 Nos post hole of size 300 mm x 300 mm x 750 mm in soft loose soil and fixing of main post and filled with PCC 1:2:4 type B1 using 20 mm graded stone grade, removing surplus soil to distance not exc 50 metre and site clearance as per satisfaction of Engineer in Charge complete.

All as per Item No 12 above but board of size 2402 mm x 800 mm or 2408 mm x 800 mm (size of Aluminium composite panel)

All as per Item No 12 above but board of size 2382 mm x 800 mm (size of Aluminium composite panel)

Supply only 20 to 40 mm graded crushed stone aggregate, stacking the same closely packed stacks on level ground, in the location as directed by Engineer-in-Charge.

Supply only 40 to 63 mm graded crushed stone aggregate, stacking the same closely packed stacks on level ground in the location as directed by Engineer-in-Charge.

Supply only 63 to 90 mm graded crushed stone aggregate, stacking the same closely packed stacks on level ground in the location as directed by Engineer-in-Charge.

Supply only 150 to 300 mm size stone boulders, stacking the same closely packed stacks on level ground in the location as directed by Engineer-in-Charge.

Supply only Fine aggregate (sand) for concrete works, stacking the same closely packed stacks on level ground in the location as directed by Engineer-in-Charge.

Note for Item No 15 to 19:- Measurment shall be carried out in bottomless boxes or measuring boxes or in closely packed stacks on level ground without any deduction for voids.

Supply only polythene film black 400 micron thick, confirming to IS - 2508 all as specified.

Material and labour for repairing pot holes / patches etc in existing cement concrete pavements by cutting out damaged portion around the pot holes with mechanical equipment into regular shape, 25 to 30mm deep, removing the loose material to a distance exc 250 metre but n.exc 500 m and cleaning the cut out portion with compressed air to remove all foreign materials like dust, dirt, loose aggregates etc, priming the pot holes / patches with special primer recommended by manufacturer and filling with modified elastomeric concrete all as specified and directed by Engineer-in-Charge. Make: Chokesy Chemical (Product Name "Flex O Patch") or equivalent of make FOSROC / STP limited.

All as per ser item No. 21 here-in-above but depth of pot holes / patches exc 30 mm deep but not exc. 40 mm deep.

M&L for Repair to pot holes area of each pot hole n.exc 5 Sqcm, depth 15 to 20 mm of existing concrete slab, cleaning the pot hole thoroughly to ensure dust free using compressor air removing all dust / debris out of runway applying compound of hardener Aradur-140 and Araldite GY-257 primer in the ration of 1:2 by weight and filling the joint with epoxy mixture of Aradur-140, Araldite GY-257 and quartz sand & silicon flour mix No 10 in the ratio of 1:2:15 by weight and finishing the top surface smooth all as per manufacturers instructions and complete all as specified and directed by Engineer-in-Charge. Note:- Compound mention above are of make Araldite, contractor may use similar compound manufacture by M/s Huntsman Advanced materials (India) Pvt Ltd or New gurbinder industries Ltd.

M/S LATIF AHMAD MIR

M/S LUCKY BUILDERS

M/S ABDUL REHMAN WANI