Tender For Improvement To Matharjun To Gargoti Pod Road (V.R.-54) Total Length 1/500 In Part 0/00 To 1/500 Tq- Zari (Ja), Dist- Yavatmal
Tender Value
50 Lakhs
Estimated cost
Bid Submission
20 Jul 2026
7 days left
EMD
50000
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Yavatmal → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement To Matharjun To Gargoti Pod Road (V.R.-54) Total Length 1/500 In Part 0/00 To 1/500 Tq- Zari (Ja), Dist- Yavatmal
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Jul-2026 | NIT-2/2026-2027/QR | Other | 20-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 2.09 MORTH 201 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. MORTH 201 One Square Metre 12/-(SSR Item no 2.09 ,Pge no. ) |
| 2 | 50.57 RD Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a) 40 mm Metal, By breaking Boulders (Hand broken). As directed by Engineer-in-charge One Cubic Metre 750/- (SSR Item no 50.57,Pge no. ) Km-1 |
| 3 | Rd.24/ Page No.203 Supplying soft murrum at the road side,including conveying and stacking complete 432/-(S.S.R. It.no.2.29 (a) Page No. ) |
| 4 | MORTH 408 Supplying hard murrum/kanker at the road side,including conveying and stacking complete. (SSR IT NO.2.29 (a) / P No 29 ) 435/- |
| 5 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete SSR IT NO.2.30/ P no 29) 79/- |
| 6 | Rd.29/Page No. 205 Spreding 80 mm 40 mm metal including sectioning complete. (SSR IT NO 50.58 ./P no 447) 85/- |
| 7 | Rd.35/ Page No.209 Compaction the sub grade/gravel/size metal (100 mm loose)layer for all width with power roller including necessary, labour, material and artificial watering complete. (SSR IT NO 50.61 ./P no 447) 25/- |
| 8 | 11.10 CD 7 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. CD.7 Page.No. 162 One Running Metre 4099 (SSR IT NO 11.08 ./P no) 4099/- |
| 9 | 3.37a MORTH 505 Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) IRC-SP-20, 2002 Clause No. 8.7.3 One Square Metre 210 (SSR - Item No.3.37 (a) / P - ) 210/- KM-1 |
| 10 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)(SSR - Item No.4.12 / P - 43) 193/- Km-1 |
| 11 | 4.13 MORTH 511 9 MM SEAL COAT: Providing and laying of Type A 9 mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2kg/Sq.m, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.(VG- 30 bulk bitumen rates are considered to arrive at rates) MORTH 511 One Square Metre 116 /- (SSR - Item No.4.13 / P -) Km-1 |
| 12 | MORTH 408 Compaction the hard murrum side width including laying in layers on each side with power roller including artificial watering etc.complete. (SSR - Item No.2.31 ) 21/- |
| 13 | 2.18 MORTH 309 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. MORTH 309 One Cubic Metre 119 (SSR - Item No.2.18 ) |
| 14 | 6.12 a MORTH 803.4 Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). MORTH 803.4 One Square Meterr 666/- (SSR - Item No.6.12 ) |
| 15 | Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge (S.S.R. It.no.6.47 Page No.60) |
| 16 | 2.11 MORTH 301 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. MORTH 301 One Cubic Metre 119/-(SSR Item no 2.11 ,Pge no. ) |
| 17 | 12.02 BR 3A Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means ) a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% BR.3 Page One Number 102 One Cubic Metre 239/-(SSR Item no 2.11 ,Pge no. ) |
| 18 | 46.11 BDW 8 Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. As directed by Engineer in charge. One Cubic Metre 380/-(SSR Item no 46.11 ,Pge no. ) |
| 19 | 46.30 BDW 8 Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia. etc complete. As directed by Engineer in charge.One Running Metre 236/-(SSR Item no 46.30 ,Pge no. ) |
| 20 | 11.01 CD 1 Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. CD.1 Page.No. 159 One Cubic Meter 1701/-(SSR Item no 46.30 ,Pge no. ) |
| 21 | 21.40 BDA Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. As directed by Engineer in charge. One Cubic Metre 1454/- (SSR Item no 21.40,Pge no. ) |
| 22 | 11.04 CD 3B Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) CD.3 Page.No. 160 One Cubic Meter 5695/-(S.S.R. It.no.11.04 Page No. ) |
| 23 | 11.22 CD 8 Providing cast in situ / ready mix block of M10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) CD.8 Page.No. 163 One Cubic Meter 8321/-(S.S.R. It.no.11.22 Page No. ) |
| 24 | 11.29 CD Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc.complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA CD 8 Page 163 One Cubic Meter 9747/- (SSR IT NO.11.29 / P No 29 ) |
| 25 | 11.25 CD Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) CD.15 Page.No. 168 and B.7. Page No. 38 One Cubic Meter 7225 /- (SSR IT NO.11.25 / P No 29 ) |
| 26 | 11.11 CD 7 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. CD.7 Page.No. 162 One RunningMetre 4844/- (SSR IT NO.11.25 / P No 29 ) |
| 27 | 2.29a Supplying hard murum/ kankar at the road site, including conveying and stacking complete. One Cubic Metre 435/- (SSR IT NO.2.29a P no 29) |
| 28 | 2.30 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete One Cubic Metre 79 (SSR IT NO 2.30./P no 447) 85/- Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 11, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 20, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysJul 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysTender Documents
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