Tender For Khandala Ph-I Industrial Area...Providing Infrastructure Facilities Of Roads & Water Supply Distribution Line In Part-Ii Layout Along Forest Boundary And Connecting Roads
Tender Value
3.11 Crore
Estimated cost
Bid Submission
28 Jul 2026
6 days left
EMD
1.56 Lakhs
Bank guarantee accepted
Document Fee
24780
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Satara → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Khandala Ph-I Industrial Area...Providing Infrastructure Facilities Of Roads & Water Supply Distribution Line In Part-Ii Layout Along Forest Boundary And Connecting Roads
BOQ
| Sl. No. | Item Description |
| 1 | Sub Estimate No. :SE-2...Road & CD work |
| 2 | 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. |
| 3 | Excavation for roadway in soft rock, 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 or stacking as directed. |
| 4 | Excavation for roadway in hard rock by wedging and chiselling or line drilling 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 embankmentor stacking as directed. |
| 5 | Providing earth work in embankment with approved materials obtained from other sources 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 with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) |
| 6 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - I Material |
| 7 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material |
| 8 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existingroad surface, spreading 40mm. |
| 9 | 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 100% crusher broken metal with conical crusher plant 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) |
| 10 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 11 | Open Graded Premix Surfacing-Providing and Laying OGC 20 mm thickness composed of 13.2 mm to5.6 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) |
| 12 | 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) |
| 13 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope etc. complete. |
| 14 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete. |
| 15 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. |
| 16 | Providing and casting in situ / ready mix PCC M15 grade of trap metal for coping to head walls / parapet including centering, form work, compaction 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 ) |
| 17 | Providing and casting in situ / ready mix PCC M20 grade of trap metal for coping to head walls / parapet including centering, form work, compaction 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 ) |
| 18 | Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. |
| 19 | Name Of Sub Estimate : SE-4... Pipeline work |
| 20 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) |
| 21 | Lift 0 to 1.5 M |
| 22 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in- charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 23 | Lift 0 to 1.5 M |
| 24 | Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removingthe excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259) |
| 25 | Lift 0 to 1.5 M |
| 26 | D.I. Socket and flanged fittings : -Providing and supplying D.I. fitting with I SI mark socket pushon joints or flanged joints confirming to table 12 to 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM tyton rings. Fittings should be with internally ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation & excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete. Diameter in mm |
| 27 | Double socket bend 90 degree |
| 28 | 2) 100 mm dia |
| 29 | Double socket bend 22.50 degree |
| 30 | 2) 100 mm dia |
| 31 | All Socket Tee |
| 32 | 3) 100 x 100 mm dia |
| 33 | 12) 250 x 100 mm dia |
| 34 | Flange Socket-PN-10 |
| 35 | 2) 100 mm dia |
| 36 | CI PIPES |
| 37 | Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per. Only 85 % rate shall be payable till satisfactory Hydraulic testing is given. |
| 38 | b))C.I. ‘L.A.‘ Class / Mortar inlined DI K-9/K-7 Without Rubber Rings With Rubber Rings |
| 39 | 2) 100 mm. |
| 40 | Hydraulic testing of C .I./D.I. pipe line to specifiedpressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. |
| 41 | b)) With Rubber Rings |
| 42 | 2) 100 mm. |
| 43 | P roviding D .I. p ipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edi- tion/revision with amendments for Rubber Gaskets. Note: For DI pipe supply from MJP 18% GST would be applicable. Same should be considered for estimation purpose. |
| 44 | a)) ( IS:8329-2000 Latest Version D.I. K-7 |
| 45 | 1) 100 mm. |
| 46 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 47 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. |
| 48 | Sluice valves - PN - 1 (Without by pass) |
| 49 | 4) 100 mm. |
| 50 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) |
| 51 | Lowering,laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves |
| 52 | 4) 100 mm. |
| 53 | Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves. |
| 54 | 4) 100 mm. |
| 55 | Valve Chamber with Precast RCC Cov ers Providing and constructing B.B. masonry valve chamber with15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M. |
| 56 | As above of 1.2 x 1.2 M internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 57 | Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. |
| 58 | Kinetic Air Valve Flanged Type - PN -1 |
| 59 | 1) 40 mm. |
| 60 | Lowering, laying and f ixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete.(for all class of valves). |
| 61 | Kinetic Air Valve (PN-1 and PN - 1.6) |
| 62 | 1) 40 mm. |
| 63 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. |
| 64 | (Cement 5.90 bags / cum) Spec. No.- Bd E /1 Page No. 287 and B-7, Page No. 38 |
| 65 | 2) In PCC M-150 |
| 66 | Cutting and champhering of pipes of following diameters including cost of all materials and labour involved, etc. complete as directed by Engineer-in-charge (for all class of pipes). |
| 67 | C.I.Pipes |
| 68 | 2) 100 mm |
| 69 | Name Of Sub Estimate : Testing |
| 70 | SOIL / MURUM: Liquid limit & plastic Limit. |
| 71 | SOIL / MURUM: Compaction Test ( Proctor Density ). |
| 72 | BASIC TEST OF AGGREGATE: WaterAbsorption, Specific Gravity,Impact Value, Crushing Value. |
| 73 | BASIC TEST OF AGGREGATE: SieveAnalysis. |
| 74 | BASIC TEST OF AGGREGATE:Flakiness Index & Elongation Index. |
| 75 | FINE AGGREGATE: Fineness Modulus ( Sieve Analysis ),Silt & Clay Content |
| 76 | BITUMEN: Penetration, Softening Point, Flash & Fire Point, Specific Gravity |
| 77 | BITUMEN: Viscosity. |
| 78 | BITUMEN: Ducility / Elastic Recovery |
| 79 | BITUMEN: Extraction Test. (Bituminous mix) |
| 80 | BASIC TEST OF CEMENT: StandardConsistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness. |
| 81 | CONCRETE: Compressive Strength OF C.C. Cube (Set of 3 cubes). |
| 82 | MORTOR: Compressive Strength. ( Set of 3 Cubes) |
| 83 | CONCRETE: Concrete Mix Design (With all Tests on basic materials) |
| 84 | MIX DESIGN: GSB MixDesign./Cement Treated Sub Base ( CTSB) |
| 85 | STONE/ RUBBLE: Crushing Value/Compressive Strength, Water Absorption & Specific Gravity, |
| 86 | Name Of Sub Estimate : Royalty |
| 87 | Earth |
| 88 | Soling stone Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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