Construction of PCC road from NH 34 to Khetrabari Masjid at Khetrabari Sansad

Amount

Laying and Jointing PVC Pipe. Heading

Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed

Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.(b) Where staging is not required.

Providing & laying Design Mix concrete for plain / reinforced concrete Work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggrigates (sand) conforming to proper grading zone, both of approved quality & cement, as necessary, i/c labour, cost & carriage of all materials & i/c preparation of design mix, approval of the same by the EIC & cost for quality control, sampling, testing etc. all complete but excluding cost of labour & materials for form work & reinforcement works. 1)M- 30 Grade .( Using concrete mixer ( It-18.07, Page-316, Vol-III))

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) [ Page No.235, Item No.3.01 .16, V-III]

Proving & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x75 mm thick made with RCC 1:1.5:3 with pakur variety stone chips reinforced with double layer IRC febric ( 75 x 75 mm mesh ) and fixed with necessary nut bolts on two RC precast posts 100 mm 1 150 mm of height 2.65 m of which top 750 mm is of section 100 x13 mm and 1.90 mt above GL & 0.75 mt GL including digging hole , repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc complete including painting two coats on both faces lettering sign marks etc as per direction of he Engineer- in- charge ( The rate inclusive of cost of reinforcement , concrete, shuttering , nuts & bolts , washer etc complete .

Adding CGST @9%

Adding SGST @9%

Adding Cess @1%

Laying and Jointing PVC Pipe. Heading

Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using

Brick work in C.M 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost

DAS TRANSPORT

BIMAL KUMAR SINHA