SPECIAL REPAIRS TO ROAD OF 102 AP AT SUNDERBANI MIL STN UNDER GE NORTH AKHNOOR

Amount

Material and labour for scarifying or picking gravelled macadam or bituminous macadum surface in area not exceeding 400 sqm and deep exceeding 50 mm but not exceeding 100mm deep, complete all as specified and directed.

M&L for 75mm thick (compacted thickness) WBM with coarse aggregate of grading 3 (50 to 20 mm size) aggregate lime stone, sand stone, flint or quartzite, spread, watered and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and directed.

All as per srl item No 2 here in above but except coarse aggregate (Material obtained from item No 1 shall be used).

Material and labour for repair to pot holes, any depth, not exc. 1 Sqm each including sweeping free from dust and mud or water, scouring sunken surfaces in roads, path etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat at 5 kg per 10 sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, blended with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply or premixed macadam, binder and chippings), depth of potholes exc 30mm, complete all as specified and directed.

Material and labour for premix bituminous macadam with paving bitumen (Grade VG-30) @4% by weight of total Mix including cement filler, mix in hot mix plant laid/rolled and compacted to required gradient and camber with 8 to 10 tonne power raod roller (consolidated thickness 75mm or less), complete, all as specified and directed by Engineer-in-Charge.

Material and labour for preparing black top surface by brushing with wire brushes for removing cake mud etc sweeping with broom and finally fanning the cleaned suface with gunny bag to remove all loose dirt etc, complete all as specified and directed.

Material and labour for applying evenly a priming/tack coat with bituminous primer at 05 kg per 10 sq metre using paving Bitumen of grade VG-10, complete all as specified and directed.

Material and labour for preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc. sweeping with a brooms and finally fanning the cleaned surface with gunny bags or mechanical blower to removal all loose dirt etc, complete all as specified and directed.

Material and labour for applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre using paving Bitumen of grade VG-10, complete all as specified and directed.

Material and labour for bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with paving bitumen of grade VG-30, 5.5 % binder content by weight of total mix, rolled and compacted to required camber and gradient, complete all as specified and directed.

Material and labour for 2.5 mm thick Hot thermo plastic road marking material strips conforming to British specification 3762 with 20% glass beads having reflective index of 1.5mm, 75% spherical indigenous or for foundation plan having sufficient strength to withstand heavy load without deformaion and having softening point 25 to 30 of area in width not exc. 10 cm strip in white or golden yellow colour according to IRC35-1970. Complete all as specified and as directed by Engineer-in-Charge. Note. Thermo plastic road marking paint shall be of Make:- Aisan/ STP Ltd./Road Nevigator

Material and labour for continous brick edging with width equal to width of brick laid dry on end vertically including embedding bricks in the ground to depths indicated and tamping ground around bricks and also for removing any surplus soils, etc to distance exceeding 50m all as specified and directed by Engineer-in-Charge

Demolition of un reinforced cement concrete in ground floor and paving n exc 15cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC 1:5:10, Type E2 using 40mm graded crushed stone aggregate as in sub base/ path etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed by Engineer-in-Charge.

Material and labour for 80mm thick machine pressed concrete coloured interlocking paver block any shape and size with grey cement and pigment (glazed) M-40 grade confirming to IS -15658-2006 complete all as specified and directed by Engineer-in-Charge. Note :- Sand cushioning shall be measured and paid separately.

Material and labour for PCC 1:2:4 Type B-1 (20mm graded stone aggregate) as in coping, hold fast blocks including weathering, slightly rounded or chamfered angles and throating including necessary form work etc, complete all as specified and as directed by Engineer-in-Charge.

Taking down cement plaster from brick or stone walls including racking out joints hacking for key, scrubbing down with water etc, complete all as specified and directed.

Demolition of brick work or stone masonry built in cement mortar including all quoines arches, pillar etc but exclduing ashlar facing, dressed stone work and precast concrete articles all as specified and directed.

Material and labour for brick work with sub class B bricks, straight or curved on plan exceeding 6 meter mean radius built in cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.

All as per srl item No 20 here in above but except bricks.

Material and labour for 15 mm thick rendering on fair faces of brick/concrete surfaces in cement mortar 1:4 and finished even and smooth without using extra cement, with using water proofing compound complete, all as specified and directed. (WPC shall be measured and paid seperately).

Supply only Integral Water proofing compound as per latest IS Specifications.

Demolition of cement concrete (Un-reinforced) of any description and in any position not otherwise specifically provided for including removing the rubbish off the premishes complete all as specified and directed by the Engr-in-Charge.

Material and labour for PCC 1:2:4 Type B-2 (40mm garded crushed stone aggregate) as in surface Channels and drain etc including necessary formwork complete all as specified and directed by the Engr-in-Charge.

Extra for forming fair finished to drain channels not exc 30cm inner grith in cement concrete using extra cement complete all as specified and directed by Engr-in-Charge.

Supply only Paving Bitumen grade VG-30. ( For Price adjustment in Job Mix Formula) Rate is Rs 72.00 per Kg.

Note:- Deduction for Schedule of credit (Sch 'A' Part-II) to be made of Rs 16000.00 from the total quoted amount of BOQ while accepting the bid. Details of schedule of credit is given in tender documents.

M/s Mool Raj Ramesh Chander (BID ID -3052144)