MARKING, PAINTING, EARTH FILLING,SAND PLOUGHING/FILLING, SHOULDERS/DRAIN REPAIR, RAIN WATER PIPES AND SHOULDERS CLEARANCE AT AIR FORCE STATION SRINAGAR

Amount

M&L for grass cutting by Jungle Jim on vehicle ridden machine both sides of Runway/PTT as on requirement basis and timing as feasible by the user complete including taking out all necessary grass shrubs saplings wild bushes and any type of vegetation and removing away from MOD land complete all as specified and as directed by Engineer-in-Charge.

M & L for grass cutting by manually or mechanically (Bush Cutter) on the both side of runway/PTT as per requirement basis and timing as feasible by the users, complete including taking out all necessary grass shrubs saplings wild bushes and any type of vegetation and removing out of MOD Land complete all as specified and as directed by Engineer-in-Charge.

M & L for preparation of old concrete/ bituminous surfaces by brushing and painting with water based paint in pattern of lines/arrows/letters etc on road or pavements exc 10cm width or girth, complete all as specified and directed by Engineer‐in‐Charge.

M&L for preparation of surfaces and applying one coats of synthetic enamel paint on wooden/steel/ concrete surfaces complete all as specified and as directed by Engineer-in‐Charge.

M & L for ploughing the old sand filling in soft ground arrester, complete all as specified and as directed by Engineer-in-Charge.

Cleaning of storm water drain by excavating mud/ soil manually and removing the exacavated material to a distance n.exc 50 mtr the inner girth of drain 0.5 mtr to 1.5 mtr and depth of excavated material n. exc 20 cm complete all as specified and directed by Engineer-in-charge.

Cleaning of storm water drain by excavating mud/soil manually and removing the exacavated material to a distance n.exc 50 mtr the inner girth of drain 0.5 mtr to 1.5 mtr depth exc 20 cm complete all as specified and directed by Engineer-in-charge.

M & L repair to patches exc area 300 Sqcm and n exc 500Sqcm, depth n.exc 80mm including sweeping free from dust and mud or water with wire or jute brush scoring sunken surfaces in runway pavement , cutting arround edge to at least full depth of carpet layer making proper rectangular or square shape patch and making good by applying tack coat with bituminous primer (catonic emulsion RS) premix asphaltic dense concrete 50 to 80mm (Consolidated thickness) with 6% binder content by weight of total mix with coarse sand and aggregate 6mm down grade using polymeric modified bitumen rollled and compacted to required camber and gradient with hand roller complete and cleaning the surface by brooming and making FOD (Foriegn ojbect debris) free surface to runway, Complete all as specified and directed by engineer in charge.

M & L for cutting and racking out old sealing compound from the old joints cleaning with kerosene oil, drying with blow lamp, cleaning the joints portion throughly to ensure dust free using compressed air, trimmeing of edges of joints with diamand cutter and cleaning the joints atleast 40mm wherever required, remove all dust/ debris out of runway and filling the existing joints with polyurethene based sealant after applying a coat of primer to vertical surfaces of concrete which are in contact with the compound and finishing the joint properly leaving 3mm gap from top surface of concrete over and including backup rod complete all as specified and directed by Engineer-in-Charge for the following joint size:- Note: Any damage to the existing backup rod shall be made good by the contractor without any extra cost. Make: Rallithane 872 of Pavetech/Bostic/New Guvinder Industries.

(a) Joints of size 1cm to 1.5cm wide and 1.5 to 3.0 cm deep

(b) Joints of size 2cm to 2.5cm wide and 1.5 to 3.0 cm deep

M & L repair to broken spalled edges of joints, pot holes etc of existing concrete slab by cuting 'U' grooves with mechanical cutter, cleaning the joint portion throughly to ensure dust free using compresser 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 & silcon 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 for the following joint size:- Make: M/s Huntsman Advanced Materials (India) Pvt. Ltd or equivalent as approved by Garrison Engineer.

(a) Joints of size 1 to 2cm wide and depth n.exc 2.0 cm

(b) Joints of size 1 to 2cm wide and depth exc 2 and n exc 4.0 cm

M & L for applying Denmort NG Mort trowelling compound on primed surfaces with thickness 1 to3 mm (average thickness not less than 2 mm) over and including a coat of promer with 601/NG CMEM 121 including filling of small holes upto 10mm depth and leaving the surface to match the existing surface level of runway/taxitrack, etc including complete removal of loose material/concrete/plastering from the existing surfaces and through cleaning of the surfaces by wire brushes, compressed air using air compresser to remove all loose dirt, dust, scaling, grease,etc complete all as specfied and directed by Engr-in-Charge. Make: Denson/New Gurbinder Industries

Material & Labour for PME Including Cleaning the surface with compressed air to make the surface free from dust,loose particles and applying one coat of cold polymeric bitumen emulsion (PME) @ 1.00 Litres/Sqm by using mechanical spraying/ mopping of total cold liquid PME each coat after dilution with 50% water, in the ratio 1:1 (PME : Water), , complete all as specified and directed by Engineer-in-Charge .

M & L for repair to flexible 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 100m but not exceeding 500m. Cleaning the surface throughly with brushes and finally with compressed air, filling and levelling the surface with EPOXY TAR COMPOUND two components motar after priming including formwork where required all as specified and as directed Make: Complete all as specified and directed by Eng-in-charge Make Yamuna cable accessories Pvt Ltd

M&L for preparation of old decorated or unplastered surfaces of walls including cornices, pilasters and applying Two coat of white wash complete all as specified and directed by Engineer-in-Charge

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

M & L for Flush pointing to random rubble stone masonry uncoursed or brought up to courses in cement mortar 1:3, complete all as specified and directed by Engineer-in-Charge

Demolition of cement oncrete in ground floors and pavings any description (below or above ground level) complete all as specified and as directed.

M&L for Cement concrete 1:2:4 type B1 using 20mm graded 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, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating to finished even and smooth complete all as specified and as directed.

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 walling of random rubble, Stone manonary uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge

M&L for walling of random rubble, stone manonaryuncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 but except stone, complete all as specified and directed by Engineer-in-Charge

S & F in repair 75 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to walls, complete all as specified and directed by Engineer-in-Charge Make: Kisan, Supreme , prince

S & F 75 mm bore PVC (SWR) bends of any radius, complete all as specified and directed by Engineer-in-Charge Make: Kisan, Supreme , prince

Note :-The work is to be carried out in operational runway where air traffic plays regularly.Therefore the site shall be made available as per the availability and as decided by the airforce authority. Contractor shall not have any claim whatsoever on this account at any belated stage.Contractor shall arrange man and material accordingly and shall quote his rates accordingly.

M/s MAQBOOL BHAT AND SONS

M/S RATHER CONSTRUCTION CO

M/S ABDUL REHMAN WANI