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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

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.

Construction of un-reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement thickness as per drawing over a prepared sub base with 43 grade cement as per claus 1501.2.2 M 30 (grade) coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixture of not less then 0.20cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed site form work (steel channel laying and fixing of 125 micorn thick polythine film wedges steel plates including leveling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate viobrators and finished in countinous operations including provision of contraction and expansion, construction joints applying primer sealent, dowel bars and construction joint, admixtures as approved curing of concrete slab for 14 days curing compound (where specified) and water finishing to ines and grade as per drawing and technical specification clause 1501.

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.

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

RCC work Providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its wastage Bend, hooks and authorized over lapping shall be measured upto floor to level.

SCHEDULE - “C” 1- Bitumen V.G.-10 shall be issued from the central store PD, PWD, Mainpuri at Stock issue rate at the time of issuing the material from the store. 2- There shall be no claim of contractor, if the material is not issued by the department due to non-availability in store or any other reason. 3- 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 penatative rate, i.e., double the issue rate shall be made from the contractor’s bill. 4- 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. 5- The departmental road roller if spare, shall be made available to the contractor at site @ Rs. 2450 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. 2450 per day shall be made from contractor’s bill for idle period. 6- All material should be from Approved Quarry. (Mainpuri Circle)