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| 1 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. 4.2.1 In all type of soil.For Drain/Cross |
| 2 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth (Upto 1Km) |
| 3 | prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15.1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength Chowk Near hanuman ji temple Chowk near sedagar bera main road |
| 4 | Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 5 | Brick Wark wit modular bricks of class desigriation 75 in expose orick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level upto plinth level in cement mortar 26 (1) cement 6 coarse sand) |
| 6 | Supply and fixing ashlar lintels and Dasse exposed horizontel and vertical faces 3-lines fine dressed (bearing bed & top surface made perfectly even) 6.28.1 (a) Upto 15 cm thick Red Ashlar Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid |
| 7 | kota stone slab flooring 25mm thick over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1:4 (1 cement: 4 coarse sand) |
| 8 | Cement plastering including T&P, scaffolding, material and complete labour, Including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix: including Providing/mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement l.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/mortar 32.3.3 1:6 (1 cement: 6 fine/coarse sand) |
| 9 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 10 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458-1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical/vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note: E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber\"s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 17.19.4 300 mm Internal diameter |
| 11 | Providing anstrecting typical Citizens information Guard es Det Jorived drawing and specifications of MoRD, made of two M.S. sheet of 3.6mm thick each of size 900 mm x 750mm stiffened by angel iron 25mm x 25mm x 3mm all around the plate and plates fixed on frame of 75mm dia pige of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by 5mm thick MS plate at 12 places (65mm x D 50 mm) duly embedded in C.C. M-15 Gr. of block of 600mm x 600mm x 750mm size below ground level as per enclosed drawings & as directed by Engineering-in-Charge. All MS will be stove enamelled on both side, lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD Specification |
| 12 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 2 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer In charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. 80 MM |
