Rural Development Department Tender

In Foundation

Providing Cement concrete M15 in foundation upto a depth of 1.5m below ground level and upto a height of 1.5m above ground lavel /bed level using 4O mm and down graded size stone agreegates of approved quality including hoisting, lowering & laying concrete in position in layers not less than 150mm thickness with proper packing & ramming by means of vibrator to proper slope & level including curing , watering ,shoring shuttering etc complete with cost,conveyance ,royalty and all other taxes of materials ,labour charges ,T & P etc required for the work complete as per specification and direction of Engineer-in-Charge .

In Foundation

Upto Bed

Supplying & filling good clean river sand inside the well/approach road including watering to complete saturation & raming complete with all leads & lifts including cost, conveyance royality & taxes of all materials & cost of all labour & T&P reuired for the work complete (measurement will be taken for compacted section as per direction of Engineer-in-charge).

Providing CC of M15 (1:2.5:5) with 12mm size chips including cost conveyance, royality etc. eomplete as per direction of Engineer-in-Charge.

R.C.C. of design mix of M-250 grade having specified characteristics compressive strength / target mean strength of 250kg / cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/RC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20 mm sizes & down graded sizes & propertioin as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportiion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum qantity of cement confirming to codal provision including hoisting, lowerring & laying cocrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves whereever necessary including cost, conveyance royaltities and all othe taxes of all materials the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-charge but excluding cost, conveyance of tor steel & binding wire labour charges for straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works.

In Foundation

Abutment & Piers

Abutment and Pier Cap

Dirt Walls

Column & Wing Wall

Deck Slab

Road Kerbs

R.C.C of design mix of M20 grade having specified characteristics compressive srength/target mean strength of 200kg/ cm² in design mix with minimum quantity of cement as specified in IRC code of 150mm cubes at 28 days curing after mixing and tests conducted in accordance with relavent clause of IS 456/ IS 516/ IRC 216/1987 / IRC 78/1983 using crusher brocken chips of 20mm and down graded size and proportion as specified in clause 302,62 of IRC 21/1987 & IS 10262 and subject to mix design in conforming with the grading & propertion as specified in the relavent codes of approved quality using minimum quantity of cement confirming to codal provision including hoisting, lowering and laying concrete in layers not exceeding 15cm thick compacting with vibrators watering and curing for 28 days including centering & shuttering etc complete with cost,conveyance ,royalty and all other taxes of materials ,labour charges ,T & P etc required for the work complete as per specification and direction of Engineer -in charge .

Railing & Post

R.C.C. of design mix of M-300 grade having specified characteristics compressive strength / target mean strength of 300kg / cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded sizes & proportion as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowerring & laying cocrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves whereever necessary including cost, conveyance royaltities and all other taxes of all materials with all lead & lifts, cost of all labour, T&P & machinaries etc required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works. ).

(i) Wearing Coat

(ii) Approach Slab

Supply of HYSD bars confirming to grade Fe-500 cutting bending, binding, lapping, spalicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grils & placing in position as requirec for RCC works as per the approved design, hoisting, lowering & laying in postion including cost & conveyance of tor steel & binding wires of 18 to 20 gauge (as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) (standard Co-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987

Provoding and laying filtermedia with hard granite stone aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall as per clause no 1204.3.8 of Mord specification including cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge.

Providing, fitting and fixing anchor bars of 25mm to 38mm dia with / with out G.I pipe arrangement for connection of pier with deckslab as per appoved drawing and design including cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge but excluding cost of rod.

With G.I pipe

Without G.I pipe

Providing, fitting & fixing expansion joints with salitex board as per approved drawing & design & specifiction as per clause 2600 of MORTH including cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge.

Gravel backing to revetment and slope of road embankment using good laterite moorum of approved quality from approved quarry including watering and ramming with cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge.

Rough stone dry packing in aprons and revetments of designed thickness on slope using 30cm and above size hard broken granite stone boulder of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge.

Backfilling with granular material behind the abutment, wing wall and retaining wall including watering and ramming with cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge.

Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 12 mm size h.g chips etc. complete.

Providing weepholes in brick masonry / stone masonary , plain / reinforced concrete abutment wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1 (V) :20(H) towards drawing face complete as per drawing and techinical specificaiton and the direction of the Engineer-in-Charge

Providing & aplying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence & applying paint

Providing & paintingplastic Emulsion paint coat including cost, conveyance, royality etc complete as per direction of Engineer-in-charge

Providing C.I. grating holes size upto 15cm dia. for each drainage of water including cost of all materials

Grouting revetment & Approns with C.C (1:4:8) with 25 mm granite metal including cost, conveyance, royality etc complete as per direction of Engineer-in-Charge

Earthwork in embankment in all kinds of soil with all lead and lifts including rough dressing and breaking clots to maximum 5cm to 7cm size and laying in layers not exiding 0.30 mtr in depth including watering and rolling with PRR at OMC to achieve the desired density including hire and running charges of PRR , royalty of earth , labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge.

By Mechanical Means

Providing granular sub-base using gravel with required proportion having CBR value not less than 20 & PI value not more than 6 of approved quality including quarrying, collecting, conveying & stacking at work site or at approved stacking yard beyond the trafficable beams for pre-measurement good literate moorum of approved quality from approved quarry including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for conveying from stacks, stacked at work site or at approved stacking yard spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the required density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer-in-charge ( quantities should be stacked in regular box heaps of size 1.5m. X 1.5m. X 0.5m. to be measured as one cum).

Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in proper thickness, hand packing, rolling with 80-100 KN PRR in stages to proper grade and camber, applying and brooming, crushable screening of type grading-II etc complete including cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge.

WBM GR-II with moorum or Gravel

WBM GR-III with moorum or Gravel

Providing and apppying Prime with bitumen Emulsion using emulsion pressure distributer at the rate of 0.20kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH specification CL-503.

Providing and applying tack coat using bitumen emulsion (RS-I) @ 4.0kg per 10 Sqm area including cleaning the granular base surface with cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge.

Providing & laying 20mm thick open graded premix carpet using 0.27 cum of 13.20 mm to 5.60 mm size BHGCB chips and 60/70 grade of bitumen @ 14.60 kg for 10 sqm area and rolling with PRR including hire and running charges of PRR ,hot mix plant , cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge.

Providing & laying 6 mm thick procoated Seal Coat Type-"B" using 0.06Cum of 6.7mm and down graded size BHGCB chips and 60/70 grade of bitumen@ 6.8Kg for 10 Sqm area and spreading over the road surface uniformly and rolled with smooth wheeled power roller including hire and running charges of PRR ,hot mix plant , cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge.