Public Works Department Tender

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Brick edging on both side of the road of First class bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 excluding GST.

Providing and applying tack coat with Bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. excluding GST.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. excluding GST.

Excavation in foundation in ordinary soil including lift up to and 1.50m lead up to 30m. including filling watering and ramming of excavated earth in to the trenches of foundation and disposal of surplus earth including royalty as directed by Engineer in charge (S.I. No. 251)

Cement concrete with 4cm gauge brick ballast coarse sand and cement in 8:4:1 including supply of all material labour T&P etc. required for proper completion of work. (S.I. No. 275)

Providing & laying of over burnt brick ballast around hume pipe including supply of material T&P required for proper completion of work.

Brick work with M-150/1st class bricks in 1:3 cement and fine sand mortar including cost of material cartage all labour & T&P etc. complete work as per direction of E/IC (S.I. No. 306)

Supply and Laying of NP-3 Hume pipe as per mentioned below including all labour, T&P etc. complete work as per direction of E/IC. 600mm dia

Supply and Laying of NP-3 Hume pipe as per mentioned below including all labour, T&P etc. complete work as per direction of E/IC. 350mm dia

12mm. Thick plaster in 1:3 cement and coarse sand mortar including cost of material, cartage all labour & T&P etc. complete work as per direction of E/IC. (S.I. No. 17.58 (i))

Struck cement pointing in 1:2 cement and coarse sand mortar including cost of material, cartage all labour & T&P etc. complete work as per direction of E/IC (S.I. No. 17.12 (A))

SCHEDULE - “C” The materials shall be issued to the contractor as following:- S. No. Name of Material Unit Stock issue rate (Rs.) Place of issue 1 Bitumen VG-10 MT 59200.00 P.D., P.W.D. Store at Mainpuri Conditions:- 1- There shall have no claim of contractor, if the material is not issued by the department due to non-availability in store or any other reason. 2- The unconsumed material issued in excess of bonafide consumption norms, shall have to be returned back to the store as mentioned above, failing which a recovery at the punitive rate, i.e., double the issue rate shall be made from the contractor’s bill. 3- Contractor have to return empty bitumen drums/emulsion drums immediately, failing which a recovery at the punitive rate i.e., Rs. 3000 per drum shall be recovered from the contractor’s bill. 4- The departmental road roller if spare, shall be made available to the contractor at site @ Rs. 2500 per day including POL charges, wages of driver and cleaner. If roller is kept idle due to non-availability of material or labour, recovery @ Rs. 2500 per day shall be made from contractor’s bill for idle period. 5- Departmental HMP with necessary Road Roller, Tipper and other T&P etc. will be issued free of cost for bituminous work as and where applicable.