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| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No. MP-46PMJM029 (Offer Based on SSR issued by MPRRDA Effective from 01.01.2024) as per detailed BOQ attached in Annex-II A. Please Enable Macros to View BoQ information MPRRDA,PIU Anuppur Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR 01.01.2024 District :- Anuppur PIU :- Anuppur, Package No. :- MP-46PMJM029 Sl. No. Block Name of the Road Length in Km |
| 3 | Anuppur Total Total Road Length 0.8 Amount of Construction Cost 4519000.0 53.33 Amount of Maintenance Cost 127000.0 45.197175 Total Amount of PAC 4646000.0 Sl. No. SOR .no. Description of item Unit Quantity |
| 4 | Road Work - |
| 5 | 1.6 A. Reference benchmark/working benchmark (As per drawing annex-I) (BT+CC) Per no. 4.0 B. Reference piller (As per drawing annex-I) (BT+CC) Per no. 16.0 |
| 6 | 9.7 A 600 mm dia RM 20.0 |
| 7 | 2.5 (B) |
| 8 | 3.2 (A) |
| 9 | 3.3 (B) |
| 10 | 3.3 (A) |
| 11 | 4.1 (a) |
| 12 | 4.7 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, barricating and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Cum. 126.56 |
| 13 | 4.8 Construction of 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 etc. as per clause 303.5 For BT Road Cum. 240.0 |
| 14 | 9.8 (A) NP3 Pipes 600 mm dia RM (E) (E)NP2 Pipes 300 mm dia RM 20.0 (C) NP2 Pipe 600 MM DIA RM |
| 15 | 10.2 (ii) Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 A 900 mm equilateral & triangle Each B 600 mm Circular Each 4.0 C 800 mm x 600 mm rectangular Each 2.0 D 600 mm x 450 mm rectangular Each E 600 mm equilateral & triangle Each 4.0 |
| 16 | 10.12 A PMGSY Sign Board Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 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 drawing Clause 1701 and Annexure 1700.1 Each 1.0 B PMGSY Logo Board Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 60 gauge sheet over frame of angle iron 25×5×3 as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 2.0 C Construction of cement concrete PMGSY information board Construction of cement concrete PMGSY information board in CC 1:2.5:5 (M15) with skin reinforcement of 8 mm dia HYSD bars @ 300 mm C/C both ways size (as per drawing) including excavation, base concrete (M-15), priming, painting two coats synthetic enamel paint on new concrete surface including painting-figring Logo and Slogen including writing of all information about the road etc. complete. As directed by the Engineer incharge. Each |
| 17 | 10.13 Providing and fixing of typical PMGSY CITIZEN'S INFORMATION BOARD with Logo as per MORD specifications and drawing, made of 75mm square or 75mm dia. circular steel tube of 12 SWG 3.2 m hight and cross member 2 Nos. 1m long, fixed with Angle iron 50 x 50 x 5 mm MS angle on the back side 2Nos vertical and 4 Nos horizontal. It is mounted by 2 plates of 1.6mm thick and size 900 x 750 mm, the pipe shall be erracted on 600 x 600 x 750 mm foundation blocks at appropriate depth made of cement concrete 1:2:4, painted by standard color as per drawing with lettering, border, heading and logo etc. using sinthetic enamel paint of superior quality and all details as per standard drawing of PMGSY including welding, excavation, concreting, painting of base, border and lettering, painting cross section of road and other required details etc complete as directed by engineer-in-charge for any type of board wheather for flexible pavement or concrete pavement as prescribed for PMGSY. Each 2.0 |
| 18 | 10.6 (A) (ii) Ordinary Kilometer Stone (Precast) Each 2.0 (iii) 200 m stone (precast) Each 4.0 |
| 19 | 14.1 Providing and fixing guard stones on curves or at any other place as directed by engineer incharge made of 220 X220X1000 mm hammer dressed stones and fixed 400mm into the ground in morum and broken agreegates block of size 500X500X500mm and painted with white and black bands in 2 coat including excavation of pit etc. complete. Each 15.0 |
| 20 | 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. For 7.5 M Formation Width Each 1.0 |
| 21 | 11.4(ii) |
| 22 | 12.5 (ii) |
| 23 | 9.1 (A) (ii) 1.5 m to 3m depth cum 0.0 |
| 24 | 9.2 (II) |
| 25 | 11.4 (ii) |
| 26 | 12.5 (II-i) |
| 27 | 9.3 B Providing and laying ISI mark reinforced cement concrete hume pipe NP3 for culverts on first class bedding of granular material in single row including jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, bedding, concrete and masonry works in head walls and parapets Clause 1101.6 1000 mm dia RM 0.0 |
| 28 | 12.5 PCC Grade M10 cum PCC Grade M15 cum R.C.C grade M 20 cum Total CD Work Total of Pavment work Lacs 4519000.0 Total of CD work Lacs 0.0 Grand Total Pavements, and CD works Lacs 4519000.0 Maintenance S.NO Length (T-5 To T-9) For Road Width 7.50 m Rate / km Amount Year |
| 29 | 0.0 0.8 31660.0 25328.0 |
| 30 | 0.0 0.8 31660.0 25328.0 |
| 31 | 0.0 0.8 31660.0 25328.0 |
| 32 | 0.0 0.8 31660.0 25328.0 |
| 33 | 0.0 0.8 31660.0 25328.0 Total 127000.0 S.NO Length (T-9 To above) For Road Width 9.00 m. Rate/ km Amount Year |
| 34 | 0.0 Total Total - Work + Maintenance - PAC Rs. 4646000.0 Total - GST Rs. 836280.0 Total - Work + Maintenance + GST - PAC Rs. 5482280.0 Note :- 1.0 If the static roller is used in place of vibratory roller the deduction will be made as per the following:- a. Embankment and subgrade @ Rs 7.00 / cum b. Granular -Sub base @ Rs 8.00 / Cum. 2.0 If Motor grader is not used the deduction will be made as per following :- a. Embankment and subgrade @ Rs 6.00 / cum b. Granular -Sub base @ Rs 24.00/ Cum. 3.0 If Tractor mount grader more than 65 HP ( 6 Wheel - 4 Wheel ) is used in place of motor grader the deduction will be made as per the following:- a. Embankment and subgrade @ Rs 3.00 / cum b. Granular -Sub base @ Rs 12.00 / Cum. 4.0 The nomenclatures of items in BOQ are as per Standard Schedule Of Rates, issued by MPRRDA Rates quoted against an item where quantity is zero , will be of no consequence. If such items to be executed subsequently it will be an extra item. General Manager MPRRDA, PIU Anuppur |
