Rural Engineering Department Tender

Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads 1000 mts, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements

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)Sr. N0. 4.1 MORD 401

Construction of granular subbase by providing well graded material spreding in uniform layers with moter grader on preapared surface mixing by ix in place method by 2% cement (OPC) with rotavator at OMC and compacting with smooth wheel roller to achive the desired density complete as per technical specification clause 401 for grading materialSr. No. 4.7 (2) (A) MORD 405

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)

Providing laying and spreading and compacting graded stone aggregate to wet mix macaxam specification including premixing the aterial with water at OMC and 4% cement (OPC) in mechanical mixer (Pug Mill), of mixed material by tipper to site, laying in ubniform layers in sub-base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desire density including lighting barricading and maintanance of diversion, etc as per Table400.11 &400.12 and Technical specification Clause 406

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.Sr. No. 5.2 (ii) MORD 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 Case III - 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, Sr.No.6.4 MORD 1500

Providing and fixing of precast RCC Level Pillars in M15 ( 1:2.5:5 ) Nominal Mix having section .15X.15 M and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications Sr.No. MORD 100

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)

Excavation in foundation in soil (loam, clay and sand) including lift upto 1.50 mtr and 30 mtr Lead & including filling watering and ramming of excavated earth into the tranches into the space between the bulding and the sides of foundation tenches or into thre plinth and removal and dispiosal of surplus earth as per SI No. 251.

providing and laying of cement approved coarse sand and 40 m gauge approved stone ballast in the propration of 1:3:6 in foundation and floors excluding the supply of all others materials labours and T&P As Per S.I. No. 280

Class 150 Brick Work in 1:3 Cement and Coarse Sand upto 2.25 F.M. in Wall As Per S.I. No. 307(a)

12 mm Thick Plaster Cement & Coarse Sand upto 2.25 F.M. Mortar 1:3 Si No.583

Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2Coarse Sand: 4Graded Stone ballast 20mm. Normal Size) including supply of all Materials. Labour and T&P etc. required for Proper completion of the work and curing complete also including cost of forwork in foundation and floors. SI No.279B

Filling in Foundation trenches using Coarse sand As Per Clause 305.3.9

Class 150 Brick Work in 1:4 Cement and Coarse Sand upto 2.25 F.M. in Wall As Per S.I. No. 305(B)

Laying Reinforced Cement Concrete 1000 mm Dia Np3 Pipe Np3 on First Class Bedding of Granuler material in singal Row with Cement .sand Mortar 1:2 2 No. Culvert.

Struck Pointing with Cement Fine Sand Mortar in 1:3with Coulring materials to Match Brick Work as per technical specification 613.3,1204 and1208.4

FINISH WALL WITH WATER PROOF CEMENT PAINT DECORATED WALL SURFACE ONE COAT TO GIVE EVEN SHEAD INCULDING THROUGHLY BROOMING THE SURFACE REMOVE AND DUST FOR TWO COAT OF WHITE WASHING SI NO 660

Laying Reinforced Cement Concrete 450 mm Dia Np3 Pipe Np3 on First Class Bedding of Granuler material in singal Row with Cement .sand Mortar 1:2 . Gule 7 No.