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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. HSR Item No. 4.12 @ (87+(2x57)) including refilling around structure. |
| 2 | Below 1.50 Mtr. |
| 3 | Dressing bed and preparation of sub grade for lining by mechanical/ mannual means HSR Item No. 14.1 |
| 4 | M-15 grade plain cement concrete cum (cement content considered @ 240 kg/cum) HSR item No. 6.22.1.2 |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). HSR item No. 6.25.2 |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). HSR item No. 6.25.1 |
| 7 | Brick work(CM 1:3)in foundation and plinth HSR item no 15.6.1 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) sqm including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.HSR item no. 6.29.2 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and HSR item no. 6.30.3 |
| 10 | Centering and shuttering including strutting column pier abutmentpostsand struts, .HSR item no. 6.30.6 |
| 11 | Back filling behind abutment, wing wall andreturn wall complete as per drawing and MoRT&H Specification HSR 27.16.2 |
| 12 | E/work filling/making diversion earth banking rolling compacting in road flood bank etc HSR 17.8.1 + 17.8.2 + 17.8.3 |
| 13 | Lining with design mix concreteM15 with minimum cement content 240/kg (for bed) HSR 14.10.2.1 with cement plaster 1:5 10 mm thick |
| 14 | Lining with design mix concreteM15 with minimum cement content 240/kg( for side lining) HSR 14.10.2.2 with cement plaster 1:5 10 mm thick |
| 15 | excavating, supplying and filling of local earth including royality transport by mechanical means lead upto 1 km . Including watering ramming in layer not exceeding 20cm in plinth foundation HSR item 4.33 |
| 16 | Providing and Filling joint sealing and MoRT &Hspecifications with coarse sand 6 per cent bitumen by weight 10mm HSR27.51.4 |
| 17 | Providing and fixing on wall face unplasticicised rigid PVC pipes comfirming to IS 13592 type A including jointing with seal ring confirming to IS 5382 leaving 10mm gap for thermal expansion single socket75 mm. HSR item 9.57.1 |
| 18 | Dry brick on edge flooring in required pattern with common bruntclaynon modular bricks on a bed 12 mm mud mrtar includingfilling joint with fine sand HSR item 10.34 |
| 19 | Brick work with common clay brick of class 7.5 in mud mortar 18.1 |
| 20 | providing and applying two coats white cement based putty of approvedbrand and manufacturer over plastered surface and grinding the surface smooth with sand paoer and get an even and smooth finish including cost and carriage of all material labour charges, scaffoalding , sundrises etc. complete HSR 11.58 |
| 21 | Applying one coat of water thinnable cementprimer of approved brand and manufacture on wall surface HSR 11.67.1 |
| 22 | painting two coats excluding priming coatswith synthetic enamel paint in all shades on new surface of concrete complete HSR 11.78 |
| 23 | Supply of Brick Blastas per HSR item No B146 |
| 24 | Supply and Filling stone random masonary as per HSR item No.35.6 |
| 25 | providing weep holes in brick masonary HSR 27.15 MORTH 2706 &2200 |
| 26 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead C Conc. 1:2:4 as per direction of Engineer - in - charge. HSR 5.23.2 |
| 27 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge. HSR 5.25 |
| 28 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. HSR item 5.7.4 |
| 29 | supply and fixing Sign board (NS item) lumsump rate 2000/each |
| 30 | supplying, fitting and placing HYSD bar reinforement in sun structure complete as per drawing and MoRT&H specificationsHSR 27.13 |
| 31 | C. Pointing on bricks work or flooring with cement mortar in 1:3 raised and cut pointingHSR 11.25.1 |
| 32 | credit of steel |
| 33 | credit of brick work |
