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| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No.MP 15907 (Offer Based on SSR issued by MPRRDA Effective from 01-01-2024.) as per detailed BOQ attached in Annex-II A. MPRRDA, PIU HARDA Annex-II A Bill of Quantity Details for the Percentage (%) Rate Tender Based on SSR 01.01.2024 District :- Harda PIU :- Harda Package No. :- MP15907 Sl. No. Block Name of the Road Length in Km |
| 3 | Timarni Total 7.7 Amount of Construction Cost 550.49 Lacs Amount of Maintenance Cost 18.12 Lacs Total Amount of PAC 568.61 Lacs Sl. No. SOR .no. Description of item Unit Quantity RATE AMOUNT |
| 4 | 1.6 A A. Reference benchmark/working benchmark (As per drawing annex-I) Per no 40.0 1103.0 44120.0 B B. Reference piller (As per drawing annex-I) Per no 110.0 642.0 70620.0 |
| 5 | 2.1 a) In area of non-thorny jungle Total Qty Hac. 4.62 18004.0 83178.0 |
| 6 | 2.5 Dismantlingof existingstructures likeculverts, bridges, retainingwallsandother structurecomprisingof cement concrete includingT&Pandscaffoldingwherevernecessary,sortingthedismantledmaterial, disposal of unserviceablematerial andstacking theserviceablematerial with all lifts and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Concrete Cum 55.31 544.0 30089.0 |
| 7 | 2.6 Dismantlingofexistingstructures likeculverts,bridges, retainingwallsandotherstructurescomprisingofbrick/stonemasonry, includingdisposalofunserviceablematerialandstackingtheserviceablematerialwithall liftandleadof1000masperTechnicalSpecificationClause202. (B) Stone masonary (i) Cement Mortar Cum 99.02 304.0 30102.0 |
| 8 | 2.7 (a) Upto 600 mm dia Hume pipe RM 75.0 234.0 17550.0 (b) Above 600 mm to 900 mm dia Hume pipe RM 60.0 316.0 18960.0 (C ) Above 900 mm dia Hume pipe RM 30.0 541.0 16230.0 |
| 9 | 3.2A Construction of embankment with approved materials deposited at site from roadwaycutting and excavation from drain and foundation of other structures or from borrowarea graded by motor grader and compacted by using vibratory rollers of 80 to 100 kNstatic weight to meet requirement of Tables 300.1 and 300.2 as per TechnicalSpecification Clauses 301.3 & 301.5 including, watering rolling etc complete. Total Qty Cum. 2713.34 80.0 217067.0 Construction of Embankment, subgrade & earthen shoulders with Material Obtained fromBorrow Pits |
| 10 | 3.3B Total Qty Cum. 10475.51 163.0 1707508.0 |
| 11 | 3.3A Construction of embankment, subgrade & earthen shoulders with approved material (Select soil having CBR > 7) obtained from borrow pits i/c all leads and lift and removal of top soil if any, including cost of land as a source of material, transporting to site, spreading, graded by motor grader to required slope and compacting using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 including all leads, etc. as per Technical Specification Clauses 301.3, 301.5, and 303 Subgarade Section for - Total Qty Cum. 4959.71 198.0 982023.0 |
| 12 | 3.4 Total Qty Cum. 4328.11 46.0 199093.0 |
| 13 | 4.1 A A ) Crushed stone materials Total Qty Cum. 4457.79 1069.0 4765378.0 |
| 14 | 4.7 Net Qty CUM 3511.01 1963.0 6892113.0 4.8 Construction of Shoulders as per Technical Specification Clause 407. |
| 15 | Construction of hard shoulder as per clause 407 with selected soil having CBR value not less than 12 inclusive of all leads and lifts providing 4% camber I/c operations like watering, rolling and compaction, royalty charges etc. as per clause 303.5 Net Qty Cum. 3341.25 376.0 1256310.0 Wet Mix Macadam Prime Coat |
| 16 | 5.1(i) Net Qty SQM 21981.75 52.0 1143051.0 |
| 17 | 5.2(i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Net Qty SQM 21981.75 14.0 307745.0 |
| 18 | 5.9 II VG30 Sqm. 21981.75 137.0 3011500.0 |
| 19 | 5.12 II TYPE-B (ii)VG30 Sqm. 21981.75 50.0 1099088.0 Cement Concrete Pavement (CC M-30 without dowel bars) |
| 20 | 6.9 Total Qty CUM 410.25 5770.0 2367143.0 |
| 21 | 6.11 Cum 995.63 5747.0 5721886.0 |
| 22 | 6.12 (iv) For 12.5cm thick CC Slab (Running meter of Joint) M 16200.0 16.0 259200.0 (ii) For 20 cm thick CC Slab (Running meter of Joint) M 25.0 0.0 |
| 23 | 6.10 (I) |
| 24 | 7.5 Construction of un-reinforced and construction joint only, plain cement concretepavement, thickness as per design, over a prepared sub base, with 43 grade cement orany other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregatesconforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixedin a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcherusing approved mix design, laid in approved fixed side formwork (steel channel, layingand fixing of 125 micron thick polythene film, wedges, steel plates including levelling theformwork as per drawing), spreading the concrete with shovels, rakes, compacted usingneedle, screed and plate vibrators and finished in continuous operation includingprovision of contraction and construction joints, applying debonding strips, primer,sealant, approaches to bridge/culvert and construction joints, admixtures as approved,curing of concrete slabs for 14-days, Total Qty Cum 15.8 5926.0 93631.0 |
| 25 | 9.1 Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, sortingout servicible & unservicible materials and disposal of all materials upto 1000 m lead and backfilling with approved material. A. A Ordinary soil (i) Upto 1.5 m depth CUM 301.94 268.0 80920.0 (II) 1.5 m to 3 m depth CUM 7.411 360.0 2668.0 |
| 26 | 9.2 (ii) Type B (First Class) Bedding Laying(FirstClass)beddingwithwell compactedsand,moorumorapprovedgranularmaterial as per Clause 1101.5 Cum 33.595 786.0 26406.0 |
| 27 | 9.3 Providingand layingISImarkreinforcedcement concretehumepipeNP3 for culvertsonfirstclassbeddingofgranular material insinglerowincluding jointing withcementmortar1:2butexcludingexcavation,protectionworks,backfilling,bedding, concreteandmasonryworks in head walls and parapets Clause 1101.6 (B) 1000 mm dia RM 52.5 5009.0 262973.0 |
| 28 | 9.8 A) NP3 Pipes 600 mm dia 10.00 m Length @ 2 per km RM 100.0 1680.0 168000.0 E) NP2 Pipes 300 mm dia 10.00 m Length @ 2 per km RM 50.0 433.0 21650.0 |
| 29 | 10.1 Printingnewletterandfiguresofanyshadewithsyntheticenamelpaintblackoranyother approvedcolour togiveanevenshadeasperdrawingsandTechnicalSpecificationClause 1701 (i) Hindi (Matrascommasandthelikenot tobemeasuredandpaidfor. Half lettersshallbe counted as half only) per cm height per 19250.0 1.0 19250.0 |
| 30 | 10.2 (ii) B 600 mm Circular each 6.0 3531.0 21186.0 C 800 mm x 600 mm rectangular each 8.0 4014.0 32112.0 D 600 mm x 450 mm rectangular each 2.0 3499.0 6998.0 E 600 mm equilateral & triangle each 10.0 3219.0 32190.0 A 900 mm equilateral & triangle each 12.0 3695.0 44340.0 |
| 31 | 10.3 Painting two coats including primer coat after filling the surface with synthetic enamel paint in Total Qty SQM 120.0 0.0 |
| 32 | 10.6 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 (A) i) 5th Kilometre Stone (precast) each 1.0 3756.0 3756.0 ii) Ordinary Kilometer Stone (Precast) each 9.0 2203.0 19827.0 iii) 200 m stone (precast) each 30.0 623.0 18690.0 Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY Project (A) PMGSY Sign Board |
| 33 | 10.12(A) Construction of cement concrete PMGSY information board PMGSY Logo Board |
| 34 | 10.12 (B) Providing and Fixing 'citizen's information board' of PMGSY Project |
| 35 | 10.13 |
| 36 | 10.14 Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. A For 7.50 M Formation Width each 3.0 29400.0 88200.0 Speed Braker (For 9.0 Mt Formation Width (5.50 carriage way width)) |
| 37 | 10.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Net Qty Sqm 279.0 638.0 178002.0 |
| 38 | 10.16 White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 Total Qty Sqm 29.6 20.0 592.0 |
| 39 | 11.1 1.0 Ordinary Soil (i) Upto 1.5 m depth (In Retaining Wall) Total Qty cum 1842.72 268.0 493849.0 (ii) Upto 1.5 m to 3 m depth (In Retaining Wall) Total Qty CUM 100.8 360.0 36288.0 (iii) Ordinary rock (not requiring blasting) Upto 3 m dept Total Qty Cum 212.35 450.0 95558.0 (IV) Hard rock (blasting prohibited) Total Qty Cum 141.58 471.0 66684.0 (iii) Hard rock (requiring blasting) Total Qty Cum 652.0 0.0 |
| 40 | 11.2 ii ii) Granular material filling for Foundation CUM 491.0 0.0 |
| 41 | 11.4 I Nominal mix 1:3:6 with 40 mm and down graded metal CUM 209.961 4493.0 943355.0 II P C C GRADE M-15 cum. 1272.41 4526.0 5758928.0 |
| 42 | 11.8 Total Qty MT 5.64 69078.0 389600.0 |
| 43 | 12.3 Total Qty Sqm 49.25 178.0 8767.0 |
| 44 | 12.5 (ii) (i) P.C.C grade M 15 Nominal mix (1:2.5:5) Cum 1897.37 4787.0 9082710.0 (IV) R.C.C grade M 20 Cum 46.87 5375.0 251926.0 |
| 45 | 12.6 Total Qty MT 0.03 69078.0 2072.0 |
| 46 | 12.7 Total Qty MT 6.78 69078.0 468349.0 |
| 47 | 12.9 Total Qty M 527.0 160.0 84320.0 |
| 48 | 12.1 (i) Granular material Cum 820.92 818.0 671513.0 |
| 49 | 12.15 Providng and fixing 20mm dia MS anchor bar duly welded at bottom with MS plate of size 500mm x 75mm x 10mm including all material labour charges etc. as per plate no. 7.22 SP20 or otherwise as directed by Engineer incharge A Fixed end anchor bar Total Qty Each 603.0 0.0 B Free end anchor bar Total Qty Each 1192.0 0.0 |
| 50 | 12.16 Total Qty Sqm 80.64 48.0 3871.0 |
| 51 | 13.1 (i)(i) R.C.C grade M 20 For nominal mix 1:2:4 Cum 5864.0 0.0 (ii) R.C.C M 25 Cum 260.12 6156.0 1601299.0 |
| 52 | 13.2 Total Qty MT 69078.0 0.0 |
| 53 | 13.3 Total Qty MT 26.03 69078.0 1798100.0 |
| 54 | 13.5 Total Qty Cum 34.77 12088.0 420300.0 |
| 55 | 13.6 Total Qty M 179.6 3021.0 542572.0 |
| 56 | 13.9 Total Qty No. 20.0 1651.0 33020.0 |
| 57 | 13.16 (ii) Providingandfixing25mmthickcompressiblefibreboardinexpansionjointcompleteas per drawing and technical specifications Total Qty Sqm 759.0 0.0 (iii) Providingandfixing20mmthickcompressiblefibreboardinexpansionjointcompleteas per drawing and technical specifications Total Qty Sqm 63.24 611.0 38640.0 |
| 58 | 14.3 14.1 Guard stones |
| 59 | 15.7 (a) aintenance of Hume pipe Culvert by way of Clearing of silt or debris on both up stream & down stream Cleaning, Erosion repair, repairs to cracks, parapet wall, protection work and invert to restore in original condition as per drawing and technical specification Clause 1909 (For one row) For 1 Row of HPC No. 1311.0 0.0 (B) For 2 Row of HPC No. 1639.0 0.0 For 3 Row of HPC No. 1967.0 0.0 55048980.0 Say Rs. 550.49 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) {Ministory Of Rural Devlopment , Govt. Of India} Maintenance of Road Project Package No MP15907 Road Name Bothi To Mahukhal Road District HARDA Length 7.7 KM Block Timarni Description of Item Amount Required for maintenance of Road for five years after completion of Project. For BT Road 5.50m(KM) Rate(Rs) Amount For BT Road 3.75m(KM) Rate(Rs) Amount For CC Road (KM) Rate(Rs) Amount Amount (Rs) 1st Year 0.0 48600.0 0.0 5.5 41460.0 228030.0 2.2 31660.0 69652.0 297682.0 2nd Year 0.0 57800.0 0.0 5.5 48540.0 266970.0 2.2 31660.0 69652.0 336622.0 3rd Year 0.0 108800.0 0.0 5.5 68655.0 377602.5 2.2 31660.0 69652.0 447254.5 4th Year 0.0 130200.0 0.0 5.5 78455.0 431502.5 2.2 31660.0 69652.0 501154.5 5th Year 0.0 151600.0 0.0 5.5 88255.0 485402.5 2.2 31660.0 69652.0 555054.5 0.0 1789507.5 130000.0 348260.0 1811768.0 Total Amount in Rs. 1811768.0 Say in Lacs. 18.12 Lac Total Maintenance Cost I/c 18 % GST 21.38 Please Enable Macros to View BoQ information |
