Tender For Construction& Maintenance Of Rural Roads/Cds/Bridges.
Tender Value
13.29 Crore
Estimated cost
Bid Submission
13 Jul 2026
0 days left
EMD
13.29 Lakhs
Bank guarantee accepted
Document Fee
35400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandla → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction& Maintenance Of Rural Roads/Cds/Bridges.
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Construction & Maintenance of Rural Road and CDs/Bridges under Package No. MP23PMJM14 (Offer Based on SSR issued by MPRRDA Effective from01-01-2024.) as per detailed BOQ attached in Annex-II A Please Enable Macros to View BoQ information Bill of Quantity Details For The Percentage (%) Rate Tender (As per SOR 01-01-2024) District - Mandla Block- Bichhiya,Ghughari,Mandla,Mawai,Mohgaon No of Roads in Package :-07 Package No- MP23PMJM14 S.No. Block Road Name Length (in km) Rs |
| 3 | Bichhiya |
| 4 | Bichhiya |
| 5 | Gughari |
| 6 | Mandla |
| 7 | Mawai |
| 8 | Mawai |
| 9 | Mohgaon Total 24.43 125474000.0 Annual Routine Maintenance 7499262.0 Grand Total PAC 132973262.0 Sr. SOR No. Description of Item Quantity Unit Rate Amount A SETTING OUT, CLEARING & GRUBBING |
| 10 | 1.6 A. Reference benchmark/working benchmark (As per drawing annex-I) 103.0 Per no 1103.0 113609.0 B. Reference piller (As per drawing annex-I) 362.2 Per no 642.0 232532.4 |
| 11 | 2.1 Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 15.09 Hec. 14132.0 213251.88 B DISMANTLING & SCARIFYING |
| 12 | 2.5 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (a) Lime Concrete (b) Cement Concrete (c) Reinforced Cement Concrete |
| 13 | 2.6 Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick/stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. a Brick Masonary / Cement Concrete c Stone Pitching |
| 14 | 2.7 Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (a) up to 600 mm dia. Hume Pipe. (b) above 600 mm to 900 mm dia. Hume Pipe. (c Above 900 mm dia Hume pipe |
| 15 | 3.1 Scarifying the existing Bituminous/Granular road surface to a depth of 150 mm and disposal of scarified material as directed by Engineer-in-Charge with a lift upto 3 m as per Technical Specification Clause 301.3. From ch 0.7 0.0 Sqm 7.0 0.0 |
| 16 | 3.1 (A) Scarifying the existing Bituminous road surface up to a depth of 50 mm and disposal of scarified material as directed by Engineer-in-Charge with a lift upto 3 m as per Technical Specification Clause 301.3. From Ch -0 to 2000,2300 to 2780 mt 0.0 From Ch -0 to 2000,2300 to 2780 mt 0.8 0.0 Sqm 4.0 0.0 C EARTHWORK |
| 17 | 3.8 (i) Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.5.4. (To be executed with prior written permision of CGM) 0.0 Cum 22.0 0.0 |
| 18 | 3.4 Excavation of embankment, sub-grade and drain consisting of excavation, removal and satisfactory disposal of all excavated materials including hauling to sides of embankment and subgrade construction as also the disposal of materials in specified manner and the trimming and finishing of the road to the specified dimensions i/c all lifts, lead upto 1000 meters including dewatering, shaping and excavation in marsh and complete disposal of all muck as per clause 302. for all types of soil i/c moorum gravel etc. as directed by the Engineer-in-charge 0.0 Excavation in Soil with with Disposal upto 1000 m 0.0 For Fanning of Junction 1.0 3.36 From Excavation quantity for CC drain 399.94 From Earthwork Quantity Sheet 928.72 3368.15 Cum 46.0 154934.9 |
| 19 | 3.2 (A) Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures or from borrow area graded by motor grader and compacted by using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clauses 301.3 & 301.5 including, watering rolling etc complete. 592.08 Quantity of Banking from Earthwork Quantity Sheet 90 % Utilized qty. of Box cutting+road cutting qty. 4970.98 Cum 80.0 397678.4 |
| 20 | 3.3 (B) Construction of embankment, subgrade & earthen shoulders with approved material 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, as per Technical Specification Clauses 301.3, 301.5, and 303. Net Quantity required for banking = Quantity of (Item No.3)-(Item No.5) 0.0 Deduct Qnty of Embankment & drain qnty. 31855.41 0.0 36805.64 Cum 163.0 5999319.32 |
| 21 | 3.3 (A) 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. 0.0 Quantiy of earthen shoulder beside GSB & WBM for upgrade CC Road 66795.38 Cum 198.0 13225485.0 D G.S.B., WMM / W.B.M. / Hard Shoulder |
| 22 | 4.1 (A) Construction of granular sub-base by providing well graded material having CBR >= 20, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 (A) Crushed stone materials 0.0 From Ch -0 to 2000,2300 to 2780 mt 2566.7 0.0 For New Road 0.0 Ch.0 to 1900,2050 to 3000,4000 to 4250 1695.94 13123.92 Cum 1069.0 14029470.0 |
| 23 | 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. 0.0 For Ext. BT road portion (Profile Correction) 0.15 1768.54 For Fanning of Junction 1.0 33.76 0.0 23 0.0 Add 3 % Extra qty. for widening curves & superelevation 120.32 10190.63 Cum 1963.0 20004207.0 |
| 24 | 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 0.0 13741.79 Cum 376.0 5166913.04 E BITUMEN WORK |
| 25 | 5.1 (i) Prime Coat with bitumen emulsion :- 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 0.85 kg/sqm using mechanical means 81525.0 Sqm 52.0 4239300.0 5.2 (ii) Tack Coat 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 81525.0 Sqm 17.0 1385925.0 |
| 26 | 5.3 Providing and laying bituminous macadam with hotmix plant using crushed aggregates of grading as per Table500.4 premixed with bituminous binder,transported to site,laid over apreviously prepared surface with paver finisher to the required grade,level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Cum 5345.0 |
| 27 | 5.9 (ii) Providing and laying bituminous concrete with 40 to 60 TPH batch type hot mix plant producing an average output of 50tonnes per hour using crushed aggregates of specified grading,premixed with bituminous [email protected] 5.6 percent of mixand filler, as per design mix,transporting the hotmix to work site, laying with mechanical paver finisher to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 6521.0 |
| 28 | 5.11(ii) Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composedof 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration gradebitumen 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 8-10 kN static roller andfinishing to required level and grades as per Technical Specification Clause 507 Type B (II) Bitumen (VG-30) 81525.0 Sqm 149.0 12147225.0 |
| 29 | 5.9(ii) Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm 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 either Type A , Type B or Type C as per Technical Specification Clause 506. (II) Bitumen (VG-30) 81525.0 Sqm 137.0 11168925.0 |
| 30 | 5.12 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 508 Quantity as per Iten no. (Prime Coat) 67509.01 Sqm 50.0 3375450.5 |
| 31 | 5.14 Providing and laying semi dense bituminous concrete with Appropreate batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects Grading II layer Thickness (25-30 mm) Bitumen (VG-30) 0.0 0.0 Sqm 6801.0 |
| 32 | 5.21 Quantity as per Iten no. (Prime Coat) 11893.52 14015.99 Sqm 38.0 532607.62 F ROAD FURNITURE |
| 33 | 10.1 (i) Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 (i) Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only) per cm height per 35775.0 1.0 35775.0 |
| 34 | 10.6 (A) 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 14.0 i 5th Kilometre Stone (precast) 5.0 Nos. 3756.0 18780.0 ii Ordinary Kilometer Stone (Precast) 37.0 Nos. 2203.0 81511.0 iii 200 m stone (precast) 51.0 Nos. 623.0 31773.0 |
| 35 | 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 / RCC M-15 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 with redimix enamel paint including excavation of pit etc. complete. Guard Stone 250.0 620.0 Each 544.0 337280.0 10.12 Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY Project 1.0 |
| 36 | (A) 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 8.0 Each 14180.0 113440.0 |
| 37 | (B) Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm 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 8.0 Each 4366.0 34928.0 |
| 38 | (C ) Construction of cement concrete PMGSY information board in CC 1:2.5:5 (M15) with skin reinforcement of 8 mm dia TMT bars @ 300 mm C/C both ways size (as per drawing annexure-ii) 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. 1.0 Each 9698.0 9698.0 |
| 39 | 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. 6.0 Each 19745.0 118470.0 0.0 |
| 40 | 10.2 (A) Retro-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, 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 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 46.0 Each 3695.0 169970.0 4.0 B 600 mm Circular 0.0 Speed Limit Board & Stop Sign Board 0.0 Speed Limit For School building 2.0 20.0 Speed Limit For narrow Bridges 2.0 0.0 Stop Sign board 2.0 8.0 40.0 Each 3531.0 141240.0 C 800 mm x 600 mm rectangular 2.0 Speed Limit Board & Stop Sign Board 0.0 4.0 16.0 32.0 Each 4014.0 128448.0 Village Name Board 0.0 D 600 mm x 450 mm rectangular 4.0 Village Name Board 2.0 16.0 0.0 20.0 Each 3499.0 69980.0 E 600 mm equilateral & triangle 0.0 At curve portion 2.0 32.0 At School building 2.0 8.0 At Speed breaker Ch- 2.0 16.0 0, 2.0 8.0 At Rumble Strip Ch- 2.0 16.0 For narrow Bridges Ch- 2.0 0.0 120.0 Each 3219.0 386280.0 |
| 41 | 10.14 Providing and laying rounded hump type of Speed Breaker confirming to IRC –99 and as per guide lines and drawings of NRRDA circular no.DONo.P-17019/6/2006/PII Dated16 Sept 2009, including providing,laying and compaction of GSB,GII, GIII,OGPC,Seal CoatTypeB,as per specifications and appended drawing on both the sides of carriage way upto formation width maintaining rounded hump type shape withbituminous mix material i/c providing and painting of black and white strips,providing and fixing of two no.600mm equilateral retro reflecting sign boards, i/c cost of all materials,labour T&P & Machinery etc complete on flexible or rigid pavment and as directed by engineer in charge as per relevant clauses of MORD specifications. 0.0 A (A) For 7.50 M Formation Width 0.0 1.0 13.0 Each 29400.0 382200.0 |
| 42 | 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. 0.0 For padastrian crossing 0.0 0.0 For Un-Continous Center Line 0.0 0.0 At Junction Stop Line 2.0 706.0 Curve 2.0 100.5 0.2 209.0 711.9 Sqm 638.0 454192.2 158.5 |
| 43 | 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 0.0 For Trees 0.0 For E/pole 317.0 CD / HPC's 17.0 On Speed Breaker, = (2x3=6) both side 2.0 0.0 25.0 Sqm 20.0 500.0 |
| 44 | 10.18 Providing and erecting a \\"Thrie\\" Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2 m centre-to-centre, 2 m high, 1.15 m below ground 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 channel section 150x75x5mm. 546mm long complete as per Clause 810. 634.0 For Ghat Section ch-7000 TO 7100 = 100 Mtr 0.0 Rm 5044.0 0.0 |
| 45 | 10.18 (i) Providing and erecting a \\"W\\" Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2 m centre-to-centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings (to conform t IS:1367 & IS:1364 metal beam mail) be fixed on the vertical post with a spacer of channel section 150x75x5mm. 330mm long complete asper MoRTH Clause 811. 0.0 Crash Barrier ON approaches of slab culverts at Ch-1400,3000 0.0 Rm 3423.0 0.0 CH-3900 To Ch-4000 on R/S (Narmada River Ghat side) 0.0 Rm 3423.0 0.0 |
| 46 | Shifting of E/poles Nos 90000.0 0.0 Rising of E/poles or line Nos 40000.0 0.0 |
| 47 | ATCC Cost @29700/Road 0.0 0.0 G CEMENT CONCRETE PAVEMENT |
| 48 | 2.5 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (b) Cement Concrete 0.0 Cum 544.0 0.0 |
| 49 | 4.1 (A) Construction of granular sub-base by providing well graded material having CBR >= 20, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 (A) Crushed stone materials 0.0 For Profile Correction/ fanning 0.0 In Widening portion -CC, CH- 3800-4000 0.0 For Widening portion 0.0 From Ch - mt 57.75 For New CC Road 0.0 From Ch-2000 to 2300 265.28 For CC Shoulder 0.0 0.0 1634.18 Cum 1069.0 1746938.42 |
| 50 | 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. 0.0 For Profile Correction/ fanning 0.1 0.0 In Widening portion -CC, CH- 3800-4000 0.0 For Widening portion in ex road 0.0 From Ch - mt 22.51 From Ch - mt 0.0 For New road 0.0 From Ch-2000 to 2300 78.75 For vehicle turning & Bus Movement 117.19 For CC Shoulder 0.0 0.0 1260.94 Cum 1963.0 2475225.22 |
| 51 | 6.9 Constructionofun-reinforced,plaincementconcretepavement,thicknessasperdesign,overapreparedsubbase,with43gradecementoranyothertypeasperClause1501.2.2M30(Grade),coarseandfineaggregatesconformingtoIS:383,maximumsizeofcoarseaggregatenotexceeding25mm,mixedinaconcretemixerofnotlessthan0.2cumcapacityandappropriateweighbatcherusingapprovedmixdesign,laidinapprovedfixedsideformwork(steelchannel,layingandfixingof125micronthickpolythenefilm,wedges,steelplatesincludinglevellingtheformworkasperdrawing),spreadingtheconcretewithshovels,rakes,compactedusingneedle,screedandplatevibratorsandfinishedincontinuousoperationincludingprovisionoftransversejointasperMORD2014Clauseno.1501.8,admixturesasapproved,curingof concrete slabs for 14-days, 0.0 0.0 From Ch-2000 to 2300 157.5 add 3% extra winding 4.73 544.62 Cum 5770.0 3142457.4 |
| 52 | 13.5 Providing and laying cement concrete wearing coat 75 mm thick M 30 grade including reinforcement of 8 mm diameter and 150 mm spacing in both direction shall be provided at the mid depth of the wearing coat etc complete as per drawing and technical specifications Clauses 800 and 1400 0.0 Ch 2667 (ex vcw 6x1000) 1.0 50.63 For Fanning of Junction 0.0 0.0 50.63 Cum 10670.0 540222.1 |
| 53 | 6.11 Constructionofun-forced,plaincementconcretepavement,thicknessasperdesign,overapreparedsubbase,with43gradecementoranyothertypeasperClause1501.2.2M30(Grade),coarseandfineaggregatesconformingtoIS:383,maximumsizeofcoarseaggregatenotexceeding25mm,mixedinaconcretemixerofnotlessthan0.2cumcapacityandappropriateweighbatcherusingapprovedmixdesign,laidinapprovedfixedsideformwork(steelchannel,layingandfixingof125micronthickpolythenefilm,wedges,steelplatesincludinglevellingtheformworkasperdrawing),spreadingtheconcretewithshovels,rakes,compactedusingneedle,screedandplatevibratorsandfinishedincontinuousoperation.Includingadmixturesasapproved, curing of concrete slabs for 14-days, MORD 2014 Clause no. 1501.8. 187.5 From Ch - mt 421.88 add 3% extra winding 157.5 715.78 Cum 5747.0 4113587.66 |
| 54 | 6.12 (IV) SlabCutting of joint in Cement Concrete slab (panelled slab) by joint cutting machine 1/4 to 1/3 depth of concrete slab as per MORD 2014 Clause no. 1501.8 (Unsealed Joint) 0.0 (iv) For 12.5 cm thick CC Slab (Running meter of Joint) 240.0 2940.0 R M of Joint 25.0 73500.0 |
| 55 | 6.1 Filling of Contraction Joint with bitumenus sealant using bitumenus primer bitumenus sealant and Jute rope 4mm dia (i/c 5% wastage) 2.11 72.42 240.0 0.0 23 1350.0 Cum 0.0 2940.0 R M 45.0 132300.0 |
| 56 | 11.4 Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawings and technical specifications Clause 802, 803, 1202 & 1203 1350.0 56.25 Cum 4526.0 254587.5 3.3 (A) Construction of Embankment subgrade & earthen shoulders with Material Obtained from Borrow Pits 0.0 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures or from borrow area graded by motor grader and compacted by using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clauses 301.3 & 301.5 including, watering rolling etc complete. 0.0 26491.41 Cum 198.0 5245299.18 |
| 57 | 6.4(1) For Ch 3040 to 3800 ( for Ghat Section) 0.0 Sqm 0.0 0.0 Sqm 659.0 0.0 0.0 H CEMENT CONCRETE DRAIN 0.0 |
| 58 | 11.1 (I-i) C.C.Drain Ch - 100 to 200,2000 to 2300 mtr. 1.0 425.2 Cum 268.0 113953.6 0.0 |
| 59 | 11.2 (ii) 0.0 0.0 Cum 437.0 0.0 0.0 |
| 60 | 11.4 (I-i) 1.0 54.0 0.0 54.0 Cum 4493.0 242622.0 0.0 |
| 61 | 11.4 (II-i) Base 1.0 45.0 Wall 1.0 54.0 1.0 149.63 Cum 4526.0 677225.38 60.75 111.38 |
| 62 | 13.1 (I) 30 % Cover of Total Length 0.0 0.0 Cum 5625.0 0.0 0.0 |
| 63 | 12.6 For Surface Reinforcement in facewall 5Kg/Sqm 1.0 0.0 0.0 2.25 For Slab 60 Kg/Cum 0.0 0.0 0.0 M.T. 56493.0 0.0 12.5 0.0 Cum 4787.0 Total- 113659218.0 Say Rs- 1136.59 S.No/ SOR No Description Quantity Unit Rate Amount |
| 64 | 9.1 (A) (I) Ordinary Soil Face wall Below pipes & Existing road 2047.7 cum 268.0 548783.6 (II) 1.5 to 3.0 MT Face wall 22.23 cum 360.0 8002.8 |
| 65 | 9.2(II) (II) Granular Material filling 192.59 CUM 786.0 151375.74 |
| 66 | 11.4 (I) Foundation Concrete 125.27 cum 4493.0 562838.11 |
| 67 | 12.5 (II-i) Deduction of opening of pipe 1706.22 cum 4787.0 8167675.14 |
| 68 | 12.6 For number of Pillers 8 mm Dia Ring 8 mm Dia @ 0.394 kg/m = 5.122 kg 0.22 MT 69078.0 15197.16 |
| 69 | 9.3 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 (B) 1000 mm dia 345.0 RM 5009.0 1728105.0 6/14.1 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 For U/p Apron For D/s Apron Cum 481.0 0.0 |
| 70 | 12.1 Below Face wall 94.84 cum 818.0 77579.12 |
| 71 | 7.5 Construction of un-reinforced 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 construction joints, applying debonding strips, primer, sealant, approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 93.69 cum 5926.0 555206.94 Grand Total :- 11814763.61 Summary 118.15 GRAND TOTAL Rs. 125473981.61 1254.74 Maintenance of Road for five years after completion of Project. BT 21.74 CC 2.69 For Flexible pavement BT Km BT Km |
| 72 | For Rigid pavement CC Km Total- 7073436.0 |
| 73 | Total- 425825.0 Total Maint. Cost (Rs.) 7499261.0 Say in Lakh 74.99 Total Cost (Rs.) 132973242.61 Say in Lakh 1329.73 |
AI Tender Summary
Tender Timeline
Jun 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 15, 2026
Bid Opening Date
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