Rural Development Department Tender

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base,with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil (i) up to 3 M depth (11.1 - i )

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (14.1)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(11.4- !!-i) M15

Stone masonry work in cement mortar in Random Rubble Masonry (1:3) foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 (11.6 - !!!-i)

Stone masonry in cement mortar for in Random Rubble Masonry (1:3) substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (11.4 - !!!-i )

Plain/reinforced cement concrete RCC grade M20 in Substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (12.5 - iii)

Providing and laying reinforced cement concrete RCC M25 in superstructure (deck slab) as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (13.1 - ii )

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (13.5)

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing and technical specification Clauses 614, 709, 1204.3.7 (12.9)

providng 25mm thick C.P. (1:4) with approved quality of sand of requisite FM washed and screened including curing, scaffaolding wherever necessary and its removal, royalty and all taxes etc. all complete job as per specification and direction of E/I. (6.5.5)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Clauses 1002, 1010 and 120 (13.2)

Earth work in filling of foundation tracnches and back filling of flank in layer not exceding 150mm thick well watered rammed and compacted and finely dressed with suitable earth obtained from excavaion trenches and placed in a suitable profile within a lead of 30M and lift 1.5M complete job as per specification and direcation of E/I. (7.1.38)

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 up to 500m. (Item Code RWD 3.4 'C')

Carriage of materials (a) Cement lead 36 km

(b) Steel (lead- 36 K.M)

(C) Sand (lead-18 K.M.)

(d) Stone Chips (lead-18 K.M)

(e) Stone Boulder (Lead-18 K.M.)

(f) Dust (Lead-18 K.M.)

GST @ 12%

Labour cess @ 1%