Public Works Department-PWD has published Upgradation Of Kothi To Tarer Road From Km . 4 . 200 To 11 . 400 Under Pmgsy-Ii 2019-20 Batch-I Collaberation Sh Fc R Wall B Wall Cd Mt Precast Concrete Paver Block Rcc Drain Parapets And Road Furniture Including Five Year Maintenance .. Submission Date for this Tender is 27-07-2020. Road Work Tenders in Bilaspur Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 25-Jul-2020 | Corrigendum-II | Other | 27-07-2020 |
| Name of Work: Upgradation of Kothi to Tarer road from Km-4/200 to Km-11/400 (Total Length = 7.200km) Under PMGSY-II, 2019-20 Batch-I CollaberationRRP-II-AF Package No.: HP-01-165. (SH:- Formation Cutting, Retaining wall, Breast Wall, cross drainage, Mettaling Tarring precast concrete paver block PCC drain, parapets and road furniture including five year maintenance). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in hilly area in all heights and depths in all kinds of soil by manual /mechanical means including saturated soil comprising of ordinary soil , soft rocks, hard rocks, chiselling/wedging out of rock (where blasting is prohibited ) and other intermediate classification of soil, setting out true to the required line, grade width cutting and trimming of side slopes and level as shown on the drawing and as directed by the Engineer-in-Charge at site according to the M.O.R.D Technical Specification 2014 Clause 302,1602,1603 and sorting out useful material and stacking the same in all leads and lifts on acquired width of the road and transportation of useful material for filling in road ways, camber ,embankments for grade improvements and disposal of all surplus materials to the approved dumping sites, which shall be managed by the contractor / firm at their own, through all modes of transportation including head load or animals transport or mechanical means, alongwith its levelling fine dressing and carriage of machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and/or labour if required. Any Loss to the public/private property during the execution shall be the absolute responsibility of the Contractor which shall have to be duly compensated by him in all cases as per direction of the Engineer-in-Charge including carriage of material within all leads and lifts. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. A recovery of useful stones for 979.76 Cubic metre @ Rs. 300/- (Rupees Three hundred) per cubic metre shall be done on pro-rata basis from each running bill for this item. | BI01010001010000000000000515BI0100001112 | 14696.4 | Cubic Metre |
| 2 | 2 | Construction of embankement with approved material obtained at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 with a lead upto 1000 metre as per Technical Specification MORD 2014 Clause 301. including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001113 | 14788.8 | Cubic Metre |
| 3 | 3 | Construction of sub grade and earthen shoulder with approved materials obtained from borrow pits, with in all leads and lifts, transporting to site, spearding grading to required slope and compacted to meet requirement of table 300.2 as per M.O.R.D. technical specifications MORD 2014 Clause 301. including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001114 | 3312 | Cubic Metre |
| 4 | 4 | Earth work 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 all lead and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable material. Ordinary soil upto 3.00 metre depth. including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001115 | 3230.45 | Cubic Metre |
| 5 | 5 | Providing and Laying cement concrete 1:4:8 (One cement Four sand Eight graded crushed stone aggregate) 40 mm(forty milimetre) nominal size mechnically mixed with cement content not less than 170 KG/cum (one hundred seventy Kilogram per cubic metre) and curing complete including the cost of form work for plain/reinforced concrete in Retaining Wall, Breast Wall as per M.O.R.D Technical Specification 2014 Clause 802, 803, 1202 and 1203. including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001116 | 2604.05 | Cubic Metre |
| 6 | 6 | Back filling behind abutment wing wall and return wall complete as per M.O.R.D Technical Specification 2014 Clause 1204.3.8 including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001117 | 343.4 | Cubic metre |
| 7 | 7 | Providng weepholes in plain reinforced concrete abutment, wing wall, return wall with 100mm (hundred millimetre ) dia PVC pipes extending through the full width of the structures with slope of 1 (v): 20 (H) towards drawing face complete as per M.O.R.D Technical Specification 2014 Clause 614, 709, 1204.3.7.including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001118 | 1510 | Nos. |
| 8 | 8 | Providing and laying of boulder apron laid in wire crate with 4mm (Four Millimeter) dia GI wire conforming to ISI 280 and IS 4826 in 100 mm (One hundred millimetre)100 mm (One hundred Millimeter) mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 25kg. (Twenty five Kilogram) each as per drawing and technically specification clause 1301. including carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001119 | 93.78 | Cubic Meter |
| 9 | 9 | Scarifying the existing bituminous road surface to a depth of 150 mm (one hundred fifty milimetre) and disposal of scarified material at approved dumping site as per the direction of Engineer-in-Charge as per MORD Technical Specification 2014 Clause 301. including carriage of materials within all leads and lifts. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001120 | 23058 | Square metre |
| 10 | 10 | Construction of gravel/ soil aggregate sub base/ base by providing well graded material of nominal maximum size Grading 80 mm as per table 2.3 IRC SP 77-2008 spreading in uniform layers with Tractor mount approprate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment , and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Specification contained in Para 2.2,3,6 and 3.7 of IRC SP 77-2008 MORD Technical Specification 2014 clause 402. including carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001121 | 1966.87 | Cubic metre |
| 11 | 11 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification MORD 2014 Clause 406. including carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001122 | 2713.92 | Cubic metre |
| 12 | 12 | 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 0.70-1.00 kg ( Zero point seven to One Kilogram) per square metre using mechanical means as per MORD Technical Specification 2014 Clause 502 including carriage of materials within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001123 | 27562.5 | Square Metre |
| 13 | 13 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg ( Zero point twenty five to zero point Thirty Kilograme) per square meter on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per MORD Technical Specification 2014 Clause 503 including carriage of materials within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001124 | 27562.5 | Square metre |
| 14 | 14 | Providing and laying 50 mm (Fifty milimetre) thick bituminous macadam (VG-30) (Viscosity grade- thirty) with hot mix plant using crushed aggregates of grading with 40-60 TPH batch type HMP producing an average out put of 75 tonnes (Seventy five tonnes) per hour crushed agreegate of specified grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per M.O.R.D Technical Specification 2014 Clause 504. including carriage of materials within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001125 | 1378.13 | Cubic metre |
| 15 | 15 | Providing and laying Semi Dense bituminous concrete 25 mm (twenty five milimeter) thick with (VG-30) (Viscosity grade- thirty) 100-120 TPH/ batch type HMP (Hot Mix Plant) producing an average output of 75 tonnes (Seventy five tonne) per hour using crushed aggregate of specfied size premixed eith bituminous binder @ minimum 5.4 to 5.6 (Five point four to five point six ) percent of mix and filler, transporting the hot mix to work site, laying with hysrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled , vibratory and tandem rollers to achieve the desired compaction as per M.O.R.D Technical Specification 2014 Clause 509 complete in all respect . including carriage of materials within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001126 | 689.06 | Cubic metre |
| 16 | 16 | 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. including carriage of materials within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001127 | 75 | Cubic Metre |
| 17 | 17 | Providing and Laying of Interlocking Concrete Block Pavements M-40 Grade having thickness 80 mm (Eighty milimetre) Heavy duty Precast cement concrete interlocking Paver blocks NTC ISI 15658P:2006 including border or berb block ready or coloured over sub base of concrete with 30 mm (Thirty milimetre) thick average thickness of Semi bedding laid over jointed with neat cement slurry mixed with Pigment to match the shade of block including carriage rubbing and polishing complete as per drawings and Technical Specification MORD 2014 Clause 1504. including carriage of materials within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001128 | 500 | Square metre |
| 18 | 18 | Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundations complete as per M.O.R.D Technical Specification 2014 Clause Clause 802, 803, 1202 & 1203 P.C.C grade M 10 ( Ten) design mix with minimum cement contents should not be less than 250 kg (Two hundred fifty) koligram per cubic meter including carriage of material with in all leads and lifts and including shoring and shuttering and curring complete including pumping or bailing out water (surface and sub soil water) up to all depth and any quantum of water including cleaning of slush which may arise out during dewatering and carriage of machinery, material ,tools equipment safety measures and other incidentals as per the direction of Engineer-in Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001129 | 995.96 | Cubic Metre |
| 19 | 19 | Providing and laying machanicaly mixed and vibrated cement concrete Grade M-25 design mix for plain/reinforced concrete in super structure as per drawings and technical specifications MORD 2014 Clause 800,1205.4 & 1205.5 R.C.C. grade M -25(M-twenty five) design mix with graded crushed stone aggregate 20 mm (Twenty milimetre) nominal size with minimum cement contents 404 kg/cum (Four hundred Four) kilogramme per cubic neter mixed, vibrated & curring complete, including carriage of materials , within all leads and lifts and other incidental as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001130 | 15.2 | Cubic Meter |
| 20 | 20 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in sub-structure complete including cost of binding wire as per drawing and M.O.R.D Technical Specification 2014 Clause 1002, 1005, 1010 & 1202. including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001131 | 1.37 | Tone |
| 21 | 21 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications 2014 and drawing. Three MS Plates of 1.6 mm (One point six milimeter) thick, top and middle plate duly welded with MS flat iron 25mm x 5mm(Twenty five into five milimetre) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm (Twenty five into Twenty five into five milimetre). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos.(two) 75mm x 75 mm (Seventy five into Seventy five milimetre) of 12(twelve) SWG sheet tubes posts duly embedded in cement concrete M-15 (M-Fifteen) grade blocks of 450mm x 450mm x 600mm, 600mm (four hundred fifty into four hundred fifty into Six Hundred milimetre) , (Six hundred milimetre) below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm (forty seven into forty seven milimetre) of 12 (Twelve) SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per M.O.R.D Technical Specification 2014 Clause 1701 and Annexure 1700.1 (Providing and fixing LOGO of PMGSY Project (Title Informatory Board) including carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001132 | 2 | Nos. |
| 22 | 22 | Providing and fixing reinforced cement concrete M-15( M- fifteen )grade design mix with minimum cement content 275 kg (Two hundred seventy five kilogram) per cubic meter with crushed stone aggregate 20 mm (Twenty Milimeter) size. kilometer stones of standard design as per IRC :8 fixed in position including painting and printing etcetra. as per MORD technical specification 2014 Clause 1703. including carriage of materials within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001133 | ||
| 23 | 22.1 | Five kilometre stone, (precast) | BI01010001010000000000000515BI0100001134 | 1 | Nos. |
| 24 | 22.2 | Ordinary Kilometre stone, (precast) | BI01010001010000000000000515BI0100001135 | 6 | Nos. |
| 25 | 22.3 | Two hundred Kilometre stone, (precast) | BI01010001010000000000000515BI0100001136 | 28 | Nos. |
| 26 | 23 | Reinforced cement concrete M15 (M-fifteen) grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per M.O.R.D Technical Specification 2014 Clause 1704(Boundary Pillars). including carriage of materials within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001137 | 46 | Nos. |
| 27 | 24 | Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm (One point five Milimetre) thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm (Seventy five into Seventy five into six milimetre) firmly fixed to the ground by means of properly designed foundation with M15 (M-Fifteen) grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm (Four hundred fifty into Four hundred fifty into Six hundred) Six hundred milimetre) below ground level as per M.O.R.D Technical Specification 2014 Clause 1701. including carriage of materials within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001138 | ||
| 28 | 24.1 | Retro-reflectorised Traffic Signs 900x900x900 mm (Nine hundred into Nine Hundred into Nine Hundred Milimmetre) Triangular | BI01010001010000000000000515BI0100001139 | 40 | Nos. |
| 29 | 25 | Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2mm (two milmetre) thick with area exceeding 0.9 sqm supported on mild steel angle iron post 75x75x6 mm ( seventy five into seventy five into six milimetre) supported on firmly fixed to the ground by means of properly designed foundation with M- 15 (M-Fifteen) grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm (Four hundred fifty into Four hundred fifty into Six hundred, Six hundred milimetre) below ground level as per drawing and M.O.R.D Technical Specification 2014 Clause 1701. including carriage of materials within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001140 | ||
| 30 | 25.1 | Direction and place Identification Sign with Size 900x600 mm (Nine hundred into Six Hundred Milimmetre) | BI01010001010000000000000515BI0100001141 | 10 | Nos. |
| 31 | 25.2 | Direction and place Identification Sign with Size 1200x900 mm (Twelve thousand into Nine Hundred Milimmetre) | BI01010001010000000000000515BI0100001142 | 10 | Nos. |
| 32 | 26 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. All M.S. will be stove enamled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per M.O.R.D Technical Specification 2014 Clause 1701 and Annexure 1700.1(Providing and fixing LOGO of PMGSY Project double sided). including carriage of materials within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001143 | 3 | Nos. |
| 33 | 27 | Providing and fixing of typical PMGSY " Citizen information board as per MORD specifications 2014 and drawings Two MS plates 1.60mm(one point six zero milimetre) thick duly welded with MS angle iron frame of 25mm x 25mm x 3mm (twenty five milimetre into twenty five milimetre into three milimetre)on edges supported with 2 Nos (two) of 75mm x 75mm(seventy five milimetre into seventy five milimetre) of 12(twelve) SWG sheet tubes duly embedded in cement concrete M-15(m-fifteen) grade blocks of 600mm x 600mm x750mm ,600mm (six hundred into six hundred in to seven hundred fifty milimetre, Six hundred millimetre) below ground level . All MS will be stove enamelled both sides.Lettering and printing arrows,border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1. Providing and fixing Citizen Informatorty Board of PMGSY Project. including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge.. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001144 | 2 | Nos. |
| 34 | 28 | Painting lines, dashes, arrows, etc on roads with Cold plastic Road Marking Paint conforming to IRC 35:1997 cl. 5.4.2 on bituminous/concrete surface including cleaning the surface of all dirt, dust and other foreign matter, demarcattion at site and traffic control as per drawing and Technical Specification Clause 1702. including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge.. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001145 | 900 | Square metre |
| 35 | 29 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic Styrene Acryloretrite) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 (+/-5) degree to base. The reflective anels on both side with atleast 12cm of reflective area up each side. The luminance intensity sholuld be as per the specification and shall be tested as described in ASTM I:809 as recommended in BS: 873 part 4:1973. The studs shall be fixed to the road surface using the adhensive conforming to IS,as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-Charge. including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge.. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001146 | 700 | Nos. |
| 36 | 30 | Providing and laying Parapet with PCC M-10 (M-Ten) For Nominal Mix 1:3:6 (one cement : three sand : six graded crushed stone aggregate) 40 mm (Forty milimeter) nominal size as per drawing & technical specifications clauses 800 and 1208.4. including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001147 | 217 | Nos. |
| 37 | 31 | Providing and erecting a "W" metal beam crash barrier as per MORTH Specification 2013 clause 811 comprising of 3 mm (Three milimetre) thick corrugated sheet metal beam rail, 70 cm (Seventy centemetre) above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm (One hundred fifty into seventy five into Five milimetre) spaced 2 m (Two metre) centre to centre, 1.8 m (One point eight Metre) high, 1.1 m (One point one metre) below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm (One hundred fifty into seventy five into Five milimetre, Three hundred thirty milimetre) long complete as per clause 810. including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001148 | 330 | Metre |
| 38 | 32 | Providng and laying reinforced cement concrete 900 mm (Nine hundred milimetre) dia hume pipe (NP3) for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (One Cement: two Sand) but excluding cost of excavation, protection work, back filling ,concrete and masonary work in head walls and parapet as per M.O.R.D Technical Specification 2014 Clause 1108. including entire carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001149 | 37.5 | Running Metre |
| 39 | 33 | Planting containerized tree plants including pitting transplanting, composting and mulching on slopes 30-45, pit size 60cm dia meter x 60cm depth. Backfill with compost @0.0212 Cum/ Pit, mixed with original soil, 50% pick work and 50% jumper work (Cost of plants, FYM shall be paid separately). including entire carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001150 | 1000 | Cubic Metre |
| 40 | 34 | Providing containerized plants of appropriate species (Size of plants should not be less than 60 cms) including transportation from the nursery site to the site of work. including entire carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001151 | 1000 | Nos. |
| 41 | 35 | Supplying and stacking of well decayed farm yard manure at the site of work as per instruction by the Engineer-In-Charge. The farm yard manure shall be free from earth, stone, brick bats and other extraneous stuff. The stack of farm yard manure should be 50 Cms in height having volume not less than 3.00 Cum. The volume of the stacks shall be reduced by 8% for looseness to arrive at the net quantity for payment including entire carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001152 | 22 | Cubic Metre |
| 42 | 36 | Bamboo tree guard 1.80 metre height with 30 cms dia with 4 Nos. vertical strips (length 1.80 metre, width 30 mm thickness 5mm) further veaving with different smaller size of vertical and circular strip. The waved portion should be 125 Cms having 3 rings at the top bottom and middle portion. The first ring should be 55 cms above the 4 thick vertical strips including strengthening with barbed wire. including entire carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-charge. The rates excluding of goods Service Tax but including labour cess, other levies / taxes, duties, royalties, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | BI01010001010000000000000515BI0100001153 | 1000 | Nos. |
| 43 | 37 | Routine maintenance for five years after completion of construction work as per items and condition of bid documents of Contract data to General condition and contract Technical specification of Ministry of Rural Development for Rural Road excluding goods services tax including haulage carriage of labour equipment and material to various location through all Modes of transportation in all lead and lifts to the entire satisfaction of Engineer in Charge. | BI01010001010000000000000515BI0100001154 | ||
| 44 | 37.1 | For 1st year | BI01010001010000000000000515BI0100001155 | 7.2 | Kilometre |
| 45 | 37.2 | For 2nd year | BI01010001010000000000000515BI0100001156 | 7.2 | Kilometre |
| 46 | 37.3 | For 3rd year | BI01010001010000000000000515BI0100001157 | 7.2 | Kilometre |
| 47 | 37.4 | For 4th year | BI01010001010000000000000515BI0100001158 | 7.2 | Kilometre |
| 48 | 37.5 | For 5th year | BI01010001010000000000000515BI0100001159 | 7.2 | Kilometre |
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