Tender For Construction Of Submersible Bridge On Sh 44 To Shevgepimpri To Kapuswadi At Ch. Km 1/125 On Vr 123 Tal. Jamner Dist. Jalgaon
Tender Value
1.72 Crore
Estimated cost
Bid Submission
15 Oct 2026
5 days left
EMD
1.73 Lakhs
Bank guarantee accepted
Document Fee
17300
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalgaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Submersible Bridge On Sh 44 To Shevgepimpri To Kapuswadi At Ch. Km 1/125 On Vr 123 Tal. Jamner Dist. Jalgaon
BOQ
| Sl. No. | Item Description |
| 1 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. (Item No. 46.13) |
| 2 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. (Item No. 3.11) |
| 3 | Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. (Item No. 46.29) |
| 4 | 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 Mechanical Means) a) Upto 1.50m lift Normal Rate b) 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% (Item No. 12.03) |
| 5 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate b) 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% (Item No. 12.04) |
| 6 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate b) 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% (Item No. 12.08) |
| 7 | Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate b) 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% (Item No. 12.11) |
| 8 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete.(prior approval of Superintending Engineer will be necessary) (Item No. 12.22) |
| 9 | Providing and laying in PCC M15 grade leveling course below approach slab complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/concrete batch mix plant(pan mixer) as per drawings and Technical specifications etc. complete with fine agreegates of required specifications(VSI sand finely washed etc) (Item No. 14.58) |
| 10 | Providing and laying plain in situ/ready mix M-25 cement concrete of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant/pan mixer with fine agreegates of required specifications(VSI sand finely washed etc)(excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer (Item No. 17.29) |
| 11 | Providing and laying plain in situ/ready mix M-30 cement concrete of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant/pan mixer with fine agreegates of required specifications(VSI sand finely washed etc)(excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer (Item No. 17.30) |
| 12 | Providing and laying in situ/ready mix M-25 plain cement concrete of trap/granite/quartzite/gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \\"V\\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering(excluding dewatering by means of pump) and including bailling out water and curing finishing inCM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00m in followinh manners(a) Height upto 5 M.(With Concrete Mixer)With fine agreegates of required specifications(VSI sand finely washed etc) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10m Height, add 10 percent extra for every 2.50m rise. (Item No. 17.40) |
| 13 | Providing and laying in situ/ready mix M-30 cement concrete of trap/granite/quartzite/gneiss metal for cast in citu R.C.C. solid piers, column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering(excluding dewatering by means of pump) and including bailling out water and includingCM 1:3 curing complete. a) Height upto 5 M.(With Concrete Mixer) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10m Height, add 10 percent extra for every 2.50m rise. (Item No. 17.49) |
| 14 | Providing and filling annular space around footing in rock by using concrete of M15 grade etc. complete. (Item No. 15.05) |
| 15 | Providing and laying in situ/ready mix controlled M-30 cement concrete of of trap/granite/quartzite/gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing inCM 1:3 and curing etc complete(Excluding reinforcement) With reversible drum type mixer/concrete batch mix plant(pan mixer) . with fine agreegates of required specifications(VSI sand finely washed etc) (Item No. 17.54) |
| 16 | Providing and laying in situ/ready mix M20 RCC of trap/granite/quartzite/gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete.(excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant/pan mixer with fine agreegates of required specifications(VSI sand finely washed etc) RCC work of Ballast walls & Kerb (Item No. 14.44a) |
| 17 | Providing and laying in situ/ready mix M-30 controlled cement concrete of trap/granite/quartzite/gneiss metal for RCC work in solid/deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete.(with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant/pan mixer and fine agreegates of required specifications(VSI sand finely washed etc) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10m Height, add 10 percent extra for every 2.50m rise. (Item No. 14.17) |
| 18 | Providing and laying cement concrete wearing coat M30 grade with batch mix type/concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc. complete with fine agreegates of required specifications(VSI sand finely washed etc) (Item No. 14.86) |
| 19 | Providing tar paper bearing including laying in proper position etc. complete. (Item No. 13.02) |
| 20 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. (Item No. 14.33) |
| 21 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. (Item No. 14.01) |
| 22 | Providing and laying weep holes of 100mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. (Item No. 17.37) |
| 23 | Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete. (Item No. 14.48) |
| 24 | Providing trap/granite/quartzite/gneiss rubble filling over haunches and arches including hand packing. Spec. number: BR.34 Page number 146 (Item No. 17.51) |
| 25 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete(Material obtained from departmental Land) (Item No. 2.27) |
| 26 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. (Item No. 14.88) |
| 27 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge(1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border/messages/symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65mm x 65mm x 6mm, 3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60cm x 60cm x 75cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge (Item No. 6.36) |
| 28 | Shooting of Still photographs outdoor and indoor of construction and other works of building, bridges, roads, etc. in District and outside dist. at any distances. II) a set of same three copies of 4'' X 6 '' Size DSR 2016/17 Pg. No. 400 It. No. 1949 |
| 29 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope etc. complete. (Item No. 11.16) |
| 30 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete(Material obtained from departmental Land) (Item No. 2.27) |
| 31 | 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)80mm Metal, By breaking Boulders(Hand broken). (Item No. 50.56) |
| 32 | Spreading 80/40mm metal for road work including sectionong etc complete as directed by Engineer in charge . (Item No. 50.58) |
| 33 | Supplying hard murum/kankar at the road site, including conveying and stacking complete. (Item No. 2.29a) |
| 34 | Spreading hard murum/soft murrum/gravel or kankar for side width complete (Item No. 2.30) |
| 35 | Compacting the sub grade/gravel/oversize metal(200mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. (Item No. 50.60) |
| 36 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. (Item No. 2.31) |
| 37 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, 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 150mm in thickness. (Item No. 2.09) |
| 38 | 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. (Item No. 2.18) |
| 39 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20cm. to 30cm. with vibratory roller. (Item No. 2.23) |
| 40 | 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)80mm Metal, By breaking Boulders(Hand broken). (Item No. 50.56) |
| 41 | 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)40mm Metal, By breaking Boulders(Hand broken). (Item No. 50.57) |
| 42 | Spreading 80/40mm metal for road work including sectionong etc complete as directed by Engineer in charge . (Item No. 50.58) |
| 43 | Compacting the sub grade/gravel/oversize metal(200mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. (Item No. 50.60) |
| 44 | Compacting the sub grade/gravel/size metal(100mm loose) layers for all widths with vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. (Item No. 50.62) |
| 45 | Supplying hard murum/kankar at the road site, including conveying and stacking complete. (Item No. 2.29a) |
| 46 | Supplying soft murum at the road site, including conveying and stacking complete. (Item No. 2.29b) |
| 47 | Spreading hard murum/soft murrum/gravel or kankar for side width complete (Item No. 2.30) |
| 48 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. (Item No. 2.31) |
| 49 | Providing and constructing 50mm. thick Modified Penetration Macadam(MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75kg/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) (Item No. 3.37b) |
| 50 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry/Hungry B.T. surface 3kg/10sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.31) |
| 51 | Open Graded Premix Surfacing-Providing and Laying OGC 20mm thickness composed of 13.2mm to 5.6mm 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) (Item No. 4.12) |
| 52 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. 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) (Item No. 4.01) |
| 53 | Providing dry/trap/granite/quartzite/gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc. complete. (Item No. 21.38) |
| 54 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade) (Item No. 24.01) |
| 55 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/granite/quartzite/gneiss metal for foundation and bedding/steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.(Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade) (Item No. 24.04) |
| 56 | Providing and laying in situ cement concrete M20 with tremix treatment for 100mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete. (Item No. 33.30) |
| 57 | ADD GST |
| 58 | LABOUR INSURANCE Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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