DEVELOPMENT OF PARK IN I-SECTOR AZAD NAGAR

Amount

(G Schedule Amount) Please Fill BOQ2 Total Amount

(H Schedule Amount) Please Fill BOQ3 Total Amount

Bidder Name

Amount

M/S GOVIND CONSTRUCTION(GSTN-08AIVPB4716H1Z3)

MATESHWARI ENTERPRISES(GSTN-NA)

LAXMI NARAYAN BERWA(GSTN-NA)

SHREE DEV CONSTRUCTION(GSTN-NA)

Description of Work / Item(s)

Amount

Supply and fixing ornamental bench make of precast reinforced concrete bench chair type with hand and back rest of approved pattern, colour & sample, manufactured by using M-30 grade of concrete & reinforced suitable with minimum 0.8% reinforced and engraving on cack rest. The bench consists of 2 Nos. L-Shape base support in Grey/Cement colour length size 80mm x 60mm of suitable of length and footing of 2 nos size 900x300x100 mm of CC 1:2:4 1 Nos (Horizontal) reinforced concrete planks of size 1500x320x50 mm & 1 Nos. (Vertical) of reinforced concrete plank of size 1500x425x50mm approved colour all parts are joined together with galvanized nuts and bolts of suitable size. All bolts area sealed after assembly. Seating length of bench 1500mm seating height of the bench 450mm total height above ground level 890 mm. Proper curve and finished and painted with desired shade with colour, numbering and uit logo complete in all respect inclusive of all taxes, loading unloading & fixing different parks/places of UIT Bhilwara area as per direction of engineer in charge.

Construction of "Vishram Sthal" as per following specification and enclosed photograph. - Circular platform at ground level having overall dia not less than 7.66 Mtr. with 1.5Mtr. Width in annular shape footpath. - Plinth Level area 17 Sqm (dia. of circular platform not less than 4.66 Mtr.).- Plinth height 0.60Mtr. from ground level should be in three equal steps having rise 15cm with one side gentle slope ramp having width 1.0Mtr. and with side railing. - Ist roof level height should be not less than 3Mtr. from plinth level.- Total Covered area of Ist roof level not less than 21.50 Sqm.- Roof should be made in frustum of cone shape having frustum height 0.60Mtr. and thickness of roof slab should not be less than 0.125Mtr.- 2nd roof should be made not less than 2.0Mtr. dia. at bottom with 0.60Mtr. cone height at center.- Difference of level between both roofs should be not less than 1 Mtr.- Minimum 6 Nos. R.C.C. (M-20) circular columns having dia 0.23Mtr.with required reinforcement from plinth level to support Ist roof level having load bearing capacity of both roofs with required foundation.- The "Hut" should be facilitated with 1No. round sitting bench of 0.45Mtr. width and 0.10Mtr. thick should be made in R.C.C. of M-20.- R.C.C. work should be complete in M-20 with required reinforcement (not less than minimum) as per relevant IS code. All work should be ornamental and having natural look of wooden finishing with ornamental plaster in rich mortar, using white cement oxide color and bamboo/balli design with final finishing in touchwood color (two or more coats) as per photograph enclosed. With giving asthetic look. The job work should be complete as per direction of engineer incharge and upto satisfaction of engineer incharge.

MATESHWARI ENTERPRISES

LAXMI NARAYAN BERWA

SHREE DEV CONSTRUCTION

MATESHWARI ENTERPRISES

LAXMI NARAYAN BERWA

SHREE DEV CONSTRUCTION

M/S GOVIND CONSTRUCTION

MATESHWARI ENTERPRISES

SHREE DEV CONSTRUCTION