Rural Engineering Department Tender

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

Providing, laying, spreading and compacting stone aggregates of specific sizes (63-45 mm) 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. (WBM II)

Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) 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. (WBM III)

Brick edging on both side of the road of class 150 brick 7.5 cm 12 cm deep laid with mud mortar including labour and supply of bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by E/I. MORD 412

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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503..

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm (passing 100% on 22.4 mm sieve and fully retained on 11.2 mm seive ) and 11.2 mm (passing 100% on 13.2 mm sieve and fully retained on 5.6 mm seive) granite stone grits in the ratio 2:1 using penetration grade bitumen 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 Type C as per Technical Specification Clause 508. (using Bitumen 80/100 grade) By Mechanical Means

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 (using 80/100)

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,

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast)

Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 200 m Stone (Precast)

Const of Udrain 535 Rmt

Earth work in excavation in trenchs for foundation pipe cable etc in ordinary soil ( Loan clay or sand ) including lift upto 1.50 m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earfh as directed by the Engineer i/c with in a lead of 50 m as per P.W.D schedule S.I.No 251

Providing & Laying in cement concrete 1:6:12(1 cement :6 fine sand :12 graded brick aggregate 40 mm nominal size ) and curing complete including cost of form work in foundation & floors. As per S.I.No 273

Class-150 brick work in 1:4 cement & c.sand mortor in foundation & plinth including supply of all material labour and tools and plants etc required for proper completion of the work i/c all complete. As per P.W.D.schedule S.I.No 305 (a)

15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angle chamfers and rounded angles not exceeding 80 mm in girth and finished even and smooth 1:3 cement & c.sand i/c all complete as per S.I.No 17.59

Providing & Laying in cement concrete 4:2:1 of not less than strength of M150 stone ballast 2 cm gauge 2 approved c.sand :1 cement and curing complete i/c cost of form work in foundation and floors.As per PWD S.Ino 279 (a)

R.C.C work with cemnet appd c,sand and 2 cm gauge aapd stone ballast in the portion of 1:2:4 (1 cement:6 aggregate ) in lintals of door & windows excluding supply of reinforcement and its bending the same with 24 BWG binding wire and necessary centring and shuttering etc and also including supply of all materials labours and tool and plants etc required for proper completion of work strength of the concrete shall not be less than M-150

M.S.or iron work in plain work such as R.B wrought to reqd shape as necessary including benefit for proper completion to the work i/c supply of all steel and wastege and over lapping and hooks.As per S.Ino 504

Culvert1x450 mm dia 5 no

Earth work in excavation in trenchs for foundation pipe cable etc in ordinary soil ( Loan clay or sand ) including lift upto 1.50 m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earfh as directed by the Engineer i/c with in a lead of 50 m as per P.W.D schedule S.I.No 251

Providing & Laying in cement concrete 1:5:10(1 cement :5 fine sand :10 graded brick aggregate 40 mm nominal size ) and curing complete including cost of form work in foundation & floors.

Class-150 brick work in 1:4 cement & c.sand mortor in foundation & plinth including supply of all material labour and tools and plants etc required for proper completion of the work i/c all complete. As per P.W.D.schedule S.I.No 305 (a)

Providing & Laying reinforced cement concrete 450mm dia Pipe NP3 on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet

Pointing on brick work with cement mortar (1:3) cement & c.sand mortor i/c all complete.

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