07/A-I GP/2026-2027 SL 01

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works). (PWD, R & B Schedule, P - 237, I - 3.11).

Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40). (PWD, R & B Schedule, P - 244, I - 4.09).

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (iii) RajMahal variety. (PWD, Building Schedule, P - 26, I - 10(iii)).

Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect.(only the area in contact with concrete to be measured) (PWD, Building Schedule, P - 43, I - 38).

Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below 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 the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) (PWD, R & B Schedule, P - 270, I - 8.07).

A. Blast Furnace Slag, Cinder, stone, Jhama, (PWD, R & B Schedule, P - 327, I - 17.06). Laterite, etc (i) Grading by Sieve Analysis as per IS: 2386 (Part – I)

A. Blast Furnace Slag, Cinder, stone, Jhama, (PWD, R & B Schedule, P - 327, I - 17.06). Laterite, etc (ii) Flakiness Index & Elongation Index Combined

A. Blast Furnace Slag, Cinder, stone, Jhama, (PWD, R & B Schedule, P - 327, I - 17.06). Laterite, etc x) Determination of Aggregate Impact Value as per IS: 2386 (Part – IV) (Part – I)

D. SAND (PWD, R & B Schedule, P - 328, I - 17.06). (i) Grading by Sieve Analysis as per IS: 2386 (Part – I)

I. CEMENT (PWD, R & B Schedule, P - 329, I - 17.06). Laterite, etc. (i) Fineness by dry sieving as per IS: 4031 (Part-I) (Part – I)