PROVN OF BARRACK STORE (COMPANY STORE AND EQUIPMENT STORE) AND SHELTER FOR MT VEHICLES AT AF KHAMBALIYA UNDER GE (AF) NO 2 JAMNAGAR

Amount

NOTE: Schedule ‘A’ Part I to IX are under Ser No. 1.00 to 9.00. are Prepriced by MES. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only.

Lump sum price worked out for Building / Structures as listed in Sch `A’ Part I.

Lump sum price worked out for (SITE CLEARANCE, EXCAVATION AND EARTHWORK) as listed in Sch `A’ Part II

Lump sum price worked out for INTERNAL WATER SUPPLY as listed in Sch `A’ Part III.

Lump sum price worked out for INTERNAL ELECTRIFICATION as listed in Sch `A’ Part IV.

Lump sum price worked out for ROADS / PATHS AND CULVERTS as listed in Sch `A’ Part V.

Lump sum price worked out for EXTERNAL WATER SUPPLY as listed in Sch `A’ Part VI

Lump sum price worked out for EXTERNAL ELECTRIFICATION as listed in Sch `A’ Part VII.

Lump sum price worked out for SEWAGE DISPOSAL AND AREA DRAINAGE as listed in Sch `A’ Part VIII.

Lump sum price worked out for COMPOUND WALL/FENCING/GATE as listed in Sch `A’ Part IX.

SCHEDULE 'A' PART - X (MISC ITEMS) (Note for items here in after: The contractor shall quote his rate for each of these items separately. The estimated rate is left blank since the same is not prepriced by MES)

M & L for providing dry river sand as in sand cushioning below and above cable thickness as specified in SSR to underground cable including punning down of sand in layer all as specified and directed by Engg-in-Charge. Note: For measurement purpose any punned thicness of sand will be considered.

Material and labour for construction of valve chamber of size 1200x 1200 x 1000 mm deep dimensions (Over all internal dimension) for sluice valve etc. with PCC foundation, PCC block masonry walls, Plastering, PCC Coping, white washing, mild steel chamber cover, painting to chamber cover including Excavation and earth work in any type of soil complete all as specified below:- Valve chamber shall be provided with the following specifications:- (i) Cement concrete for foundation (1:4:8) type D2 using 40mm graded stone aggregate 150 mm thick extended up to 150 mm beyond the outer face of block masonry. (ii) Walls of valve chamber 200 mm thick with precast cement concrete (1:5:8) (using 20mm graded stone aggregate) solid building blocks , setting in CM 1:6 complete. (iii) Internal and exposed surfaces of valve chamber both concrete and block masonry surface shall be plastered with CM (1:4), 15 mm thick finished even and smooth. (iv) 50 mm thick coping in PCC 1:3:6 type C1 over block masonry wall. (v) Entire plastered surfaces shall be treated with 3 coat of white wash. (vi) Chamber cover shall be of 6 mm thick MS sheet with 30 x 30 x 5 mm size angle iron frame with hold fast and locking arrangement. steel surface shall be painted with two coats of synthetic paint of first quality over one coat of red oxide primer.

EVEREST BUILDERS

SONU INFRATECH LTD

Shree Khodal Infra Project

Vijay Construction Co

M/s SK Traders

JAMNAGAR ELECTRIC AND MACHINERY CO