Proposed Beautification Work At Open Space Of Arihant Society , For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune.2. Proposed Paver Block From Ambethan Road To Umesh Shevkari House For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. 3.Pro
Tender Value
8.05 Crore
Estimated cost
Bid Submission
05 Mar 2024
0 days left
EMD
8.05 Lakhs
Bank guarantee accepted
Document Fee
88500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chakan → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Proposed Beautification Work At Open Space Of Arihant Society , For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune.2. Proposed Paver Block From Ambethan Road To Umesh Shevkari House For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. 3.Proposed Tremix Concrete Road & Drainage Pipe Line From Ambethan Road Vishal Washing Centre To Vishal Naikwadi House For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. 4.Proposed Under Ground Draiange Pipe Line From Ambethan Road To Shankar Gore House, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune.5.Proposed Asphalting Of Road From Agarwadi To College, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. 6.Proposed Construction Of R.C.C. Community Hall Near Krida Manadal Atektanagar For Chakan Municipal Council, Chakan Tal.-Khed, Dist. - Pune. 7.Proposed Tremix Concrete From Nitin Gavade House To Kakade House At Ektanagar, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. 8.Proposed Tremix Concrete From Sai Ganesh -2 Building To Saibaba Temple At Ektanagar, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. 9.Proposed Asphalting Of Road From Ganeshnagar To Agarwadi, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. 10.Proposed Paver Block From Dorle House To Balasaheb Salunke Wall, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune.11.Proposed Paver Block Footpath From Tatya Salunke To Punekar House At , For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune.12.Proposed Tremix Concrete Road & Drainage Pipe Line From Tushar Vasant Naikwadi House To Vadaje House For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune.13. Proposed Tremix Concrete From Birdavadi Road To Sagar Sonavane House, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune.14.Proposed Beautification Work ( Comound Wall & Paver Block ) At Martadeshwar Community Hall, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. 15. Proposed Tremix Concrete Road Widening & Drainage Pipe Line From Arban Gram To Deshmukh Plot For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune.16. Proposed Construction Of R.C.C Retaining Wall At Kanchi Enclave Society , For Chakan Municipal Council Tal.-Khed Dist. - Pune.17.Proposed Road Widening Tremix Concrete From Manik Chowk To Mutakewadi Kman, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune.18. Proposed Tremix Concreteroad At Kusum Vihar Society, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. 19.Proposed Asphalting Of Road From Rakshewadi Gavthan To Ganeshnagar , For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. 20.Proposed Paver Block At Rakshewadi Gavthan, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune21.Proposed Paver Block Near Thakarwasti At Rakshewadi For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune.22.Proposed Asphalting Of Road From Thakarwasti To Gulab Rakshe House , For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. 23. Replacing Existing 300 Mm Water Distribution Line By Hdpe Pipe From Market Yard O.H.T To Mahatma Phule Chowk Ward No 11, 12, 18 , For Chakan Muncipal Council Chakan, Tal. - Khed, Pune 24.Replacing Existing 250 Mm Water Distribution Line By Hdpe Pipe Frommahatma Phule Chowk To Manik Chowk Ward No 12, 20, 21, 17 , For Chakan Muncipal Council Chakan, Tal. - Khed, Pune 25.Replacing Existing Pvc Water Distribution Line By Hdpe Pipe For Bajarpeth On Both Side Of Road At Ward No-19 , For Chakan Muncipal Council Chakan, Tal. - Khed Dist. - Pune. 26.Proposed Tremix Concreteroad At Shivam Residency, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune.27.Proposed Under Ground Drainage Pipe Line Fromsatybhama Heights To Ambethan Road, For Chakan Municipal Council, Chakan, Tal - Khed, Dist - Pune.28.Proposed Asphalting Of Road From Sawant House To Smashanbhumi Road, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-Mar-2024 | DATE EXTENSION1 | Date | 06-Mar-2024 |
| 2 | 06-Mar-2024 | DATE EXTENSION2 | Date | 07-Mar-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Proposed Beautification Work at Open Space of Arihant Society , For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 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 50 mand spreading for embankment or stacking as directed. |
| 3 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 4 | Providing drytraprubble stone soling 15cm to 20cm thick including hand packing and compacting complete. |
| 5 | Providing uncoursed rubble masonary oftrap stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing out water manually, striking joints on exposed faces and watering complete. |
| 6 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 7 | 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, 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 V.S.I. Grade). |
| 8 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetrethick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand/ crushed sand of 50milimetrethickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 9 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 10 | Providing second class Burnt Brick masonry with conventional /I. S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls /in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete. |
| 11 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 12 | Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles ofium oxide. and Absorbs CO2 (4.8 kg/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. |
| 13 | Providing and fixing mild steel grill gate with angle iron frame 65 mm x 65 mm x 10 mm with iron bars at 150 mm centre to center and diagonal flats as per the detailed drawing including hinges, pivot blocks locking arrangement welding, revetting with oil painting in three coats of approved colour shade. (Weight of gate 35 kg/Sq.m.). |
| 14 | Providing and Fixing 3 seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish. |
| 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 16 | Total Amount 2 |
| 17 | Proposed Paver Block From Ambethan Road to Umesh Shevkari House For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 18 | 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 50 mand spreading for embankment or stacking as directed. |
| 19 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 20 | Providing drytraprubble stone soling 15cm to 20cm thick including hand packing and compacting complete. |
| 21 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 22 | 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, 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 V.S.I. Grade). |
| 23 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetrethick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand/ crushed sand of 50milimetrethickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 24 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 25 | Providing second class Burnt Brick masonry with conventional /I. S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls /in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete. |
| 26 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 27 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 28 | Total Amount 2 |
| 29 | Proposed Tremix Concrete Road & Drainage Pipe Line From Ambethan Road Vishal Washing Centre to Vishal Naikwadi House For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 30 | 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 50 mand spreading for embankment or stacking as directed. |
| 31 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 32 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (lift upto 1.5 m)by Mechanical Means. |
| 33 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 34 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 35 | 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, 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 V.S.I. Grade). |
| 36 | Providing and laying in situ cement concrete M-30 with tremix treatment for 200milimetrethickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4milimetrewide and 20milimetredeep, with necessary refilling with bitumen (excluding reinforcement) with course and fine agreegates (Natural sand/ VSI sand finely washed crushed sand) etc. complete. |
| 37 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetrethick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand/ crushed sand of 50milimetrethickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 38 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 39 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 40 | Total Amount 1 |
| 41 | Sub Estimate No.02 |
| 42 | Filling in plinth and ing in trenches 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. |
| 43 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,excluding GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/ site, unloading and stacking etc. complete as per IS-458/1988 Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below (Class \"NP-II\" 300mm Dia) (Rubber ring Joint) |
| 44 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (Class \"NP-II\" 300 mm Dia) (Rubber ring Joint) |
| 45 | Providingandconstructingonsewer,B. B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C.1:2:4 proportion, finishing channels in smoothrendering,providingC.I.dapuritypesteps eachweighing 5.5kg.,1:2:4coping and providing and fixing approved make and qualityS.F.R.C.frameandcoverof56cm dia. etc. completeas directedby Engineerin- charge. |
| 46 | Refillina the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 47 | Total Amount 2 |
| 48 | Proposed Under Ground Draiange Pipe Line From Ambethan road to shankar gore house, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 49 | Excavation for foundation / pipe trenches inearth, soils of all types, sand, gravel and soft murum & Hard Murum,including removing the excavated materialuptoadistanceof50 metresandliftsasbelow,stackingand spreadingasdirected,normaldewatering, preparing the bed for foundation and excludingbackfilling,etc.complete.(Bd-A-1/259) |
| 50 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 51 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 52 | Filling in plinth and ing in trenches 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. |
| 53 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,excluding GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/ site, unloading and stacking etc. complete as per IS-458/1988 Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below (Class \"NP-II\" 300mm Dia) (Rubber ring Joint) |
| 54 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (Class \"NP-II\" 300 mm Dia) (Rubber ring Joint) |
| 55 | Providingandconstructingonsewer,B. B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C.1:2:4 proportion, finishing channels in smoothrendering,providingC.I.dapuritypesteps eachweighing 5.5kg.,1:2:4coping and providing and fixing approved make and qualityS.F.R.C.frameandcoverof56cm dia. etc. completeas directedby Engineerin- charge. |
| 56 | Refillina the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 57 | Total Amount 2 |
| 58 | Proposed Asphalting of Road from agarwadi to college, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 59 | 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 50 mand spreading for embankment or stacking as directed. |
| 60 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 61 | Picking the B.T. road surface including sectioning complete. |
| 62 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 63 | Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm. size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete including applying tack coat of VG 30 grade bitumen at the rate of 0.30 kg per square metre on existing bitumen surface. |
| 64 | Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumenset footed in bitumen boiler on B.T. surface at 2.50 Kg per 10 Square Metre using VG-30 grade bulk bitumen. |
| 65 | Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3% VG-30 Bitumen usingBatch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller. |
| 66 | Providing and laying bituminous concrete using crushed aggregates of Grading-1,premixed with bituminous binder at 5.20 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 50 mm compacted thickness with VG-30 Bitumen, excluding prime/ tack coat. Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler. |
| 67 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading II(Using Screening Type B (11.2) mm Aggregate) |
| 68 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 69 | Total Amount 2 |
| 70 | Proposed Construction of R.c.c. Community Hall Near Krida Manadal atEktanagar For Chakan Municipal Council, Chakan Tal.-Khed, Dist. - Pune. |
| 71 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift upto 1.5 m.) by Mechanical Means. |
| 72 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift upto 1.50 m)by Mechanical Means.. |
| 73 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (lift upto 1.5 m)by Mechanical Means. |
| 74 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 75 | Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering & compaction complete. |
| 76 | Providing drytraprubble stone soling 15cm to 20cm thick including hand packing and compacting complete. |
| 77 | 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, 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 V.S.I. Grade). |
| 78 | Providing and laying in situ/ Ready Mixcement concrete Mix-25of trap/ granite/quartzite/ gneissmetal for Reinforced Cement Concrete workin foundations like raft, strip foundations, grillage andfootings of Reinforced Cement Concrete columns and steel stanchions etc. including bailing out water, formwork, laying/ pumpingcover blocks, compaction and curing roughening the surface if special finish is to be provided, (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based Programmable Logic ControllerwithSuperwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). |
| 79 | Providing and laying cast in situ/ Ready Mix cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/ pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade). |
| 80 | Providing and laying Cast in situ/ Ready Mix cement concrete M-25 of trap/ granite/quartzite/ gneiss metal for R.C.C. Beams and Lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/ pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel), with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade). |
| 81 | Providing and laying Cast in situ/ Ready Mix cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. Slabs and Landingsas per detailed designs and drawings including centering, formwork, cover blocks, laying/ pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). |
| 82 | Providing and laying Cast in situ/ Ready Mix cement concreteinM-25 of trap /granite / gneiss/ quartzite metal for R.C.C. Arches with skew backs as per detailed design and drawings or as directed including steel centering, plywood/steel formwork, steel props, laying/ pumping, compaction, finishing uneven and honeycombed surface with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete, with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade).(Excluding reinforcement, including cover block). Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. |
| 83 | Providing and laying Cast in situ/ Ready Mix cement concrete Mix-25 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete Chajja as per detailed design and drawings including centering, formwork, cover blocks compacting , curing , finishing and roughening the surface if special finish is to be provided and curing complete (Excluding reinforcement and structural steel), with fully automatic micro processor based Programmable Logic ControllerwithSuperwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). |
| 84 | Providing and fixing in position TMT FE -500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 85 | Providing second class Burnt Brick masonry with conventional / I. S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding complete. |
| 86 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 87 | Providing internal cement plaster 12 mm. thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. |
| 88 | Providing and applying plaster with plaster of paris in 6mm. thickness to previously plastered surface in all position including preparing the surface scaffolding etc. complete. |
| 89 | Providing and applying two coats of exterior acraylic emulsion paint conforming to corresponding I.S.of approved manufacture and of approved colour to the plastered surfaces including cleaning, preparing the plaster surface, applying primer coat, scaffolding if necessary and watering the surface for two days etc. complete. |
| 90 | Providing and applying interior wall finish luster of Asian/ Berger/ Nerolac/ Dulux Paints or equivalent make on internal wall surface as detailed below Scrapping the surface with emery paper and wipe clean. Applying Asian/ Berger/ Nerolac/ Duuex Paints or equivalent wall primer with brushwith mineral turpentine with brush 8 to 10% and oil 15 to 20% with roller and allowing to dry for a period 6 to 8 hours. Applying Asian/ Berger/ Nerolac/ Dulex Paints or equivalent Acrylic wall putty with appropriate proportion of water allowing to dry for period 4 to 6 hours. Scrapping with Emery paper 180 and wipe clean. Applying Asian/ Berger/ Nerolac/ Dulux Paints or equivalent wall primer with brush with mineral turpentine 8 to 10% and oil 15 to 20% with roller Scrapping Emery paper 320 and wipe clean, Applying Asian/ Berger/ Nerolac/ Dulux Paints or equivalent interior wall finish luster 1st coat with brush/ rubber/ spray with mineral turpentine 7 to 9% and Oil with roller 19 to 21% After 8 hours of activity Applying 2nd coat of Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish Lustre with mineral turpentine 7 to 9 % with brush and Oil with roller 19 to 21% after allowing dry for the period of 6 to 8 hours activity (With prior approval of S.E.). |
| 91 | Providing and laying vitrified mirror/ glossy finish tiles for Flooringof decorative type having size 590 mm. to 605 mm. x 590 mm. to 605 mm. of 8 to 10 mm. thickness and confirming to I.S. 15622: 2006 (group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearingetc. complete. |
| 92 | Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete. |
| 93 | Providing patti/ band 100 mm. wide on plastered surface 12 mm. to 15 mm. thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. |
| 94 | Providing and fixing machine cut machine polished 18 mm. to 20 mm. thick telephone black/ Amba White/ Cat bary brown/ Ruby Red/ Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaningetc. complete. |
| 95 | Providing and fixing Mangalore pattern cowl ventilator tiles in the required places in a Mangalore tiled roof including scaffolding if necessary. |
| 96 | Providing and fixing P.V.C. Rain Water pipes of 110 mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number, filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on cement concrete or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete. |
| 97 | Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg. per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300 mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete. |
| 98 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 99 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetrethick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand/ crushed sand of 50milimetrethickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 100 | Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforced jali 80 mm thickwith 3 mm diameter mild steel bar reinforcement, of approved design on both sides, fixing in cement mortar 1:3 and curing etc .complete. |
| 101 | Providing and fixing 90 cm. x 60 cm.Granite year plate engraving 10cm.height letter,figures including painting the letters/figures with approved colour and shade complete. |
| 102 | Total Amount 2 |
| 103 | Proposed Tremix Concrete From Nitin Gavade house to Kakade House at Ektanagar, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 104 | 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 50 mand spreading for embankment or stacking as directed. |
| 105 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 106 | Supplying hard murum at the road site including conveying and stacking complete. |
| 107 | Spreading hardmurum/ soft murum/ gravel or kankar for side width complete. |
| 108 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 109 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering complete. |
| 110 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 111 | 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, 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 V.S.I. Grade). |
| 112 | Providing and laying in situ cement concrete M-30 with tremix treatment for 200milimetrethickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4milimetrewide and 20milimetredeep, with necessary refilling with bitumen (excluding reinforcement) with course and fine agreegates (Natural sand/ VSI sand finely washed crushed sand) etc. complete. |
| 113 | Providing second class Burnt Brick masonry with conventional /I. S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls /in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete. |
| 114 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 115 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetrethick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand/ crushed sand of 50milimetrethickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 116 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 117 | Total Amount 2 |
| 118 | Proposed Tremix Concrete From Sai Ganesh -2 Building to Saibaba Temple at Ektanagar, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 119 | 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 50 mand spreading for embankment or stacking as directed. |
| 120 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 121 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 122 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 123 | 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, 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 V.S.I. Grade). |
| 124 | Providing and laying in situ cement concrete M-30 with tremix treatment for 200milimetrethickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4milimetrewide and 20milimetredeep, with necessary refilling with bitumen (excluding reinforcement) with course and fine agreegates (Natural sand/ VSI sand finely washed crushed sand) etc. complete. |
| 125 | Providing second class Burnt Brick masonry with conventional /I. S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls /in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete. |
| 126 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 127 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 128 | Total Amount 2 |
| 129 | Proposed Asphalting of Road From Ganeshnagar to Agarwadi, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 130 | 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 50 mand spreading for embankment or stacking as directed. |
| 131 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 132 | Picking the B.T.road surface including sectioning complete. |
| 133 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 134 | Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm. size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete including applying tack coat of VG 30 grade bitumen at the rate of 0.30 kg per square metre on existing bitumen surface. |
| 135 | Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumenset footed in bitumen boiler on B.T. surface at 2.50 Kg per 10 Square Metre using VG-30 grade bulk bitumen. |
| 136 | Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3% VG-30 Bitumen usingBatch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller. |
| 137 | Providing and laying bituminous concrete using crushed aggregates of Grading-1,premixed with bituminous binder at 5.20 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 50 mm compacted thickness with VG-30 Bitumen, excluding prime/ tack coat. Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler. |
| 138 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means Grading-II(Using Screening Type-B (11.2 milimetreAggregate). |
| 139 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 140 | Total Amount 2 |
| 141 | Proposed Paver Block From Dorle house to Balasaheb Salunke Wall, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 142 | 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 50 mand spreading for embankment or stacking as directed. |
| 143 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 144 | Providing drytraprubble stone soling 15cm to 20cm thick including hand packing and compacting complete. |
| 145 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 146 | 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, 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 V.S.I. Grade). |
| 147 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetrethick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand/ crushed sand of 50milimetrethickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 148 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 149 | Providing second class Burnt Brick masonry with conventional /I. S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls /in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete. |
| 150 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 151 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 152 | Total Amount 2 |
| 153 | Proposed Paver Block Footpath From Tatya Salunke to Punekar House at , For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 154 | 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 50 mand spreading for embankment or stacking as directed. |
| 155 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 156 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 157 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 158 | 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, 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 V.S.I. Grade). |
| 159 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetrethick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand/ crushed sand of 50milimetrethickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 160 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 161 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 162 | Total Amount 2 |
| 163 | Proposed Tremix Concrete Road & Drainage Pipe Line From Tushar Vasant Naikwadi House to Vadaje House For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 164 | 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 50 mand spreading for embankment or stacking as directed. |
| 165 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 166 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (lift upto 1.5 m)by Mechanical Means. |
| 167 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 168 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 169 | 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, 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 V.S.I. Grade). |
| 170 | Providing and laying in situ cement concrete M-30 with tremix treatment for 200milimetrethickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4milimetrewide and 20milimetredeep, with necessary refilling with bitumen (excluding reinforcement) with course and fine agreegates (Natural sand/ VSI sand finely washed crushed sand) etc. complete. |
| 171 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetrethick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand/ crushed sand of 50milimetrethickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 172 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 173 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 174 | Total Amount 2 |
| 175 | Sub Estimate No.02 |
| 176 | Filling in plinth and ing in trenches 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. |
| 177 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,excluding GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/ site, unloading and stacking etc. complete as per IS-458/1988 Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below (Class \"NP-II\" 300mm Dia) (Rubber ring Joint) |
| 178 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (Class \"NP-II\" 300 mm Dia) (Rubber ring Joint) |
| 179 | Providingandconstructingonsewer,B. B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C.1:2:4 proportion, finishing channels in smoothrendering,providingC.I.dapuritypesteps eachweighing 5.5kg.,1:2:4coping and providing and fixing approved make and qualityS.F.R.C.frameandcoverof56cm dia. etc. completeas directedby Engineerin- charge. |
| 180 | Refillina the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 181 | Total Amount 2 |
| 182 | Proposed Tremix Concrete From Birdavadi Road to Sagar Sonavane House, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 183 | 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 50 mand spreading for embankment or stacking as directed. |
| 184 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 185 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 186 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 187 | 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, 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 V.S.I. Grade). |
| 188 | Providing and laying in situ cement concrete M-30 with tremix treatment for 200milimetrethickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4milimetrewide and 20milimetredeep, with necessary refilling with bitumen (excluding reinforcement) with course and fine agreegates (Natural sand/ VSI sand finely washed crushed sand) etc. complete. |
| 189 | Providing second class Burnt Brick masonry with conventional /I. S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls /in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete. |
| 190 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 191 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 192 | Total Amount 2 |
| 193 | Proposed Beautification Work (Comound Wall & paver Block) at Martadeshwar Community Hall, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 194 | 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 50 mand spreading for embankment or stacking as directed. |
| 195 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 196 | Providing drytraprubble stone soling 15cm to 20cm thick including hand packing and compacting complete. |
| 197 | Providing uncoursed rubble masonary oftrap stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing out water manually, striking joints on exposed faces and watering complete. |
| 198 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 199 | 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, 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 V.S.I. Grade). |
| 200 | Providing and laying Cast in situ/ Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. Coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks, laying/ pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel), with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). |
| 201 | Providing and fixing in position TMT FE -500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 202 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetre thick in M-40 grade of approved size and shape for city streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand /crushed sand of 50 milimetre thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 203 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 204 | Providing second class Burnt Brick masonry with conventional / I. S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding complete. |
| 205 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 206 | Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles ofium oxide. and Absorbs CO2 (4.8 kg/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. |
| 207 | Providing and fixing mild steel grill gate with angle iron frame 65 mm x 65 mm x 10 mm with iron bars at 150 mm centre to center and diagonal flats as per the detailed drawing including hinges, pivot blocks locking arrangement welding, revetting with oil painting in three coats of approved colour shade. (Weight of gate 35 kg/Sq.m.). |
| 208 | Providing and Fixing 3 seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish. |
| 209 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 210 | Total Amount 2 |
| 211 | Proposed Tremix Concrete Road Widening & Drainage Pipe Line From Arban Gram to Deshmukh Plot For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 212 | 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 50 mand spreading for embankment or stacking as directed. |
| 213 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 214 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (lift upto 1.5 m)by Mechanical Means. |
| 215 | Providing drytraprubble stone soling 15cm to 20cm thick including hand packing and compacting complete. |
| 216 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 217 | 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, 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 V.S.I. Grade). |
| 218 | Providing and laying in situ cement concrete M-30 with tremix treatment for 200milimetrethickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4milimetrewide and 20milimetredeep, with necessary refilling with bitumen (excluding reinforcement) with course and fine agreegates (Natural sand/ VSI sand finely washed crushed sand) etc. complete. |
| 219 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 220 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 221 | Total Amount 1 |
| 222 | Sub Estimate No.02 |
| 223 | Filling in plinth and ing in trenches 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. |
| 224 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,excluding GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/ site, unloading and stacking etc. complete as per IS-458/1988 Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below (Class \"NP-II\" 300mm Dia) (Rubber ring Joint) |
| 225 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (Class \"NP-II\" 300 mm Dia) (Rubber ring Joint) |
| 226 | Providingandconstructingonsewer,B. B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C.1:2:4 proportion, finishing channels in smoothrendering,providingC.I.dapuritypesteps eachweighing 5.5kg.,1:2:4coping and providing and fixing approved make and qualityS.F.R.C.frameandcoverof56cm dia. etc. completeas directedby Engineerin- charge. |
| 227 | Refillina the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 228 | Total Amount 2 |
| 229 | Proposed Construction of R.C.C Retaining Wall at Kanchi Enclave Society , For Chakan Municipal Council Tal.-Khed Dist. - Pune. |
| 230 | 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 50 mand spreading for embankment or stacking as directed. |
| 231 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 232 | 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 50 mand spreading for embankment or stacking as directed. |
| 233 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 234 | Providing drytraprubble stone soling 15cm to 20cm thick including hand packing and compacting complete. |
| 235 | Filling in plinth and floors with contractors soil. Sand or murum materials in 15 cm to 20 cm layers including watering & compaction complete. |
| 236 | 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, 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 V.S.I. Grade). |
| 237 | Providing and laying in situ/ Ready Mixcement concrete M-20of trap/ granite/quartzite/ gneissmetal for R.C.C. workin foundations like raft, strip foundations, grillage andfootings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/ pumpingcover blocks, compaction and curing roughening the surface if special finish is to be provided, (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). |
| 238 | Providing and laying Cast in situ/ Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. Pardi of required thickness including centering, formwork, cover blocks, laying/ pumping, compacting, curing, finishing and rougheningthem if special finish is to be provided and curing complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). |
| 239 | Providing and fixing in position TMT FE -500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 240 | Providing and fixing Guard Railing of 1000 mm height as per Type D Drg. No.15, dt. 20-4-79 and fixed in 40 x 40 x 6 mm iron, angle embedded in 1:2:4 cement concrete bedding patti as per detailed drawing, with 3 coats of approved of yellow and black paint. |
| 241 | Providing and laying Weep Holes of 100 mm diameter AC/ PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 242 | Providing and fixing Road Junction / Information sign board of size 0.90 m x 0.60 metre prepared on 16 gauge Mild Steel sheet with angle iron frame of size 35x35x5 milimetre 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 percent reflection including two angle iron post of size 50x50x5 milimetre of 3.65 metre long inflated at bottom drilled on top and painted in white and black bands of 30 centimetre with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre 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 centimetre x 60 centimetre x 75 centimetre size as directed by Engineer-in-charge etc. complete. |
| 243 | Total Amount 2 |
| 244 | Proposed Road Widening Tremix Concrete From Manik Chowk to Mutakewadi Kman, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 245 | 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 50 mand spreading for embankment or stacking as directed. |
| 246 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 247 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 248 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 249 | 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, 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 V.S.I. Grade). |
| 250 | Providing and laying in situ cement concrete M-30 with tremix treatment for 200milimetrethickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4milimetrewide and 20milimetredeep, with necessary refilling with bitumen (excluding reinforcement) with course and fine agreegates (Natural sand/ VSI sand finely washed crushed sand) etc. complete. |
| 251 | Providing second class Burnt Brick masonry with conventional /I. S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls /in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete. |
| 252 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 253 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 254 | Total Amount 2 |
| 255 | Proposed Tremix ConcreteRoad at Kusum Vihar Society, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 256 | Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts complete. |
| 257 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 258 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 259 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 260 | 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, 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 V.S.I. Grade). |
| 261 | Providing and laying in situ cement concrete M-30 with tremix treatment for 200milimetrethickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4milimetrewide and 20milimetredeep, with necessary refilling with bitumen (excluding reinforcement) with course and fine agreegates (Natural sand/ VSI sand finely washed crushed sand) etc. complete. |
| 262 | Providing second class Burnt Brick masonry with conventional /I. S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls /in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete. |
| 263 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 264 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 265 | Total Amount 2 |
| 266 | Proposed Asphalting of Road From Rakshewadi Gavthan to Ganeshnagar , For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 267 | 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 50 mand spreading for embankment or stacking as directed. |
| 268 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 269 | Picking the B.T.road surface including sectioning complete. |
| 270 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 271 | Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm. size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete including applying tack coat of VG 30 grade bitumen at the rate of 0.30 kg per square metre on existing bitumen surface. |
| 272 | Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumenset footed in bitumen boiler on B.T. surface at 2.50 Kg per 10 Square Metre using VG-30 grade bulk bitumen. |
| 273 | Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3% VG-30 Bitumen usingBatch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller. |
| 274 | Providing and laying bituminous concrete using crushed aggregates of Grading-1,premixed with bituminous binder at 5.20 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 50 mm compacted thickness with VG-30 Bitumen, excluding prime/ tack coat. Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler. |
| 275 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means Grading-II(Using Screening Type-B (11.2 milimetreAggregate). |
| 276 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 277 | Total Amount 2 |
| 278 | Proposed Paver Block at Rakshewadi Gavthan, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 279 | 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 50 mand spreading for embankment or stacking as directed. |
| 280 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 281 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 282 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 283 | 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, 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 V.S.I. Grade). |
| 284 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetrethick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand/ crushed sand of 50milimetrethickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 285 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 286 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 287 | Total Amount 2 |
| 288 | Proposed Paver Block Near Thakarwasti at Rakshewadi For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune.. |
| 289 | 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 50 mand spreading for embankment or stacking as directed. |
| 290 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 291 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 292 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 293 | 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, 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 V.S.I. Grade). |
| 294 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetrethick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand/ crushed sand of 50milimetrethickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 295 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 296 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 297 | Total Amount 2 |
| 298 | Proposed Asphalting of Road From Thakarwasti to Gulab Rakshe House , For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 299 | 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 50 mand spreading for embankment or stacking as directed. |
| 300 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 301 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 302 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 303 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II(Using Screening Type B (11.2 mm) Aggregate) |
| 304 | Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm. size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete including applying tack coat of VG 30 grade bitumen at the rate of 0.30 kg per square metre on existing bitumen surface. |
| 305 | Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumenset footed in bitumen boiler on B.T. surface at 2.50 Kg per 10 Square Metre using VG-30 grade bulk bitumen. |
| 306 | Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3% VG-30 Bitumen usingBatch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller. |
| 307 | Providing and laying bituminous concrete using crushed aggregates of Grading-1,premixed with bituminous binder at 5.20 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 50 mm compacted thickness with VG-30 Bitumen, excluding prime/ tack coat. Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler. |
| 308 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 309 | Total Amount 2 |
| 310 | Replacing Existing 300 mm Water Distribution line by HDPE Pipe from market yard O.H.T to Mahatma Phule Chowk Ward no 11,12,18 , For Chakan Muncipal Council Chakan, Tal. - Khed Dist. - Pune. |
| 311 | A) MATERIAL |
| 312 | Item No.1 :- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. completePE-100 c) 10 Kg/Sq. cm : |
| 313 | 315 mmdia. hdpe pipes |
| 314 | 110 mmdia. hdpe pipes |
| 315 | Item no 2:- Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. |
| 316 | i) HDPE Couplers 315 mm |
| 317 | ii) reducer 315x 250 |
| 318 | iii) HDPE reducer Tee 315x315x200 |
| 319 | iv) HDPE reducer Tee 315x315x250 |
| 320 | v) HDPE Reducer 200x110 |
| 321 | vi) HDPE Reducer 200x90 |
| 322 | vii) HDPE STUB END 315 mm |
| 323 | viii) HDPE STUB END 250 mm |
| 324 | ix) HDPE STUB END 110 mm |
| 325 | x) HDPE STUB END 90 mm |
| 326 | xi) HDPE 90 deg. Bend 110 mm |
| 327 | xii) HDPE End cap 110 mm |
| 328 | Item No.3 :-Providing double flange sluice valve conffirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. |
| 329 | 250 mm dia |
| 330 | 100 mm dia |
| 331 | 80 mm dia |
| 332 | Item No. 4 :-Providing and fixingC.I.roadboxincluding loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.Size -225 mm x 300 mm (40 kg) |
| 333 | B) LABOUR |
| 334 | Item No.5 :- Excavation for foundation / Pipe trenches in 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. |
| 335 | Lift 0 to 1.50 M |
| 336 | (165+187+211)/3 + 10 % For hillyArea |
| 337 | Item No.6 :-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-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 338 | Lift 0 to 1.50 M |
| 339 | 629.00 + 10 % For hillyArea |
| 340 | Item no 7:- Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) |
| 341 | Lift 0 to 1.50 M |
| 342 | 1119.00 + 10 % For hillyArea |
| 343 | Item No.8 :- Filling in plinth and floors murumbedding in trenches with approved murum from excavated materials from foundation 15 to 20 cm layers including watering and compaction etc. complete. |
| 344 | 92.00 + 10 % For hillyArea |
| 345 | Item No.9 :- Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 346 | 315 mmdia. hdpe pipes |
| 347 | 110 mmdia. hdpe pipes |
| 348 | 259.00 + 10 % For hillyArea |
| 349 | 78.00 + 10 % For hillyArea |
| 350 | Item No. 10 :- Lowering, laying and jointing in position following C.I. D/F Sluice valves & washout valve including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. |
| 351 | 250 mm |
| 352 | 100 mm |
| 353 | 80 mm |
| 354 | 5420.00 + 10 % For hillyArea |
| 355 | 2545.00 + 10 % For hillyArea |
| 356 | 1947.00 + 10 % For hillyArea |
| 357 | Item No. 11 :- Providing and castingin situ, following grades of cement concrete of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compacting and curing, etc. complete |
| 358 | P.C.C. M-150 |
| 359 | 8223.00 + 10 % For hillyArea |
| 360 | Item No. 12 :- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 361 | 92.00+10 % For hillyArea |
| 362 | Itam No.13 Making cross connection to existinq distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) |
| 363 | 300 mm |
| 364 | 6197 +10 % For hillyArea |
| 365 | Item No. 14 :-Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure 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. Therate under this item shall also include cost of retesting, if necessary and reinstating to original position |
| 366 | 315 mmdia. hdpe pipes |
| 367 | 110 mmdia. hdpe pipes |
| 368 | 29172.00 + 10 % For hillyArea |
| 369 | 8335.00 + 10 % For hillyArea |
| 370 | Item no 15 :-Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete. |
| 371 | 300 mm |
| 372 | 250 mm |
| 373 | 100 mm |
| 374 | 80 mm |
| 375 | Item no 16:- Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. |
| 376 | MS barrels (pipe pieces) locally manufactured(for small quantities |
| 377 | 92 + 10 % for hilly area |
| 378 | Item no 17:- Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle ofsuitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps ofsuitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types ofplumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the watersupply ,transportation of material etc complete as directed by Engineer in charge |
| 379 | B)Household Connection without water meter (With Integrated Saddle & compression Specials) For HDPE/PVC pipe |
| 380 | (Without Road Crossing) |
| 381 | For 15 mm Service connection |
| 382 | Total Amount 2 |
| 383 | Replacing Existing 250 mm Water Distribution line by HDPE Pipe frommahatma phule chowk to manik chowk ward no 12,20,21,17 , For Chakan Muncipal Council Chakan, Tal. - Khed Dist. - Pune. |
| 384 | A) MATERIAL |
| 385 | Item No.1 :- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. completePE-100 c) 10 Kg/Sq. cm : |
| 386 | 250 mmdia. hdpe pipes |
| 387 | 110 mmdia. hdpe pipes |
| 388 | Item no 2:- Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. |
| 389 | i) HDPE Couplers 250 mm |
| 390 | ii) HDPE tee 250x200x250 |
| 391 | iii) HDPE Tee 200x200x200 |
| 392 | iv) HDPE Tee 250x90x250 |
| 393 | v)HDPE Tee 250x110x250 |
| 394 | vi) HDPE Reducer 250x160 |
| 395 | vii) HDPE Reducer 315x 250 |
| 396 | viii) HDPE STUB END 315 mm |
| 397 | ix) HDPE STUB END 200 mm |
| 398 | x) HDPE STUB END 160 mm |
| 399 | xi) HDPE Tee 250x110x250 |
| 400 | xii) HDPE 90 deg. bend 110 mm |
| 401 | xiii) HDPE STUB END 110 mm |
| 402 | xiv) HDPEEND cap 110 mm |
| 403 | xv) HDPE coupler 110 mm |
| 404 | Item No.3 :-Providing double flange sluice valve conffirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. |
| 405 | 200 mm dia |
| 406 | 150 mm dia |
| 407 | 100 mm dia |
| 408 | Item No. 4 :-Providing and fixingC.I.roadboxincluding loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.Size -225 mm x 300 mm (40 kg) |
| 409 | B) LABOUR |
| 410 | Item No.5 :- Excavation for foundation / Pipe trenches in 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. |
| 411 | Lift 0 to 1.50 M |
| 412 | (165+187+211)/3 + 10 % For hillyArea |
| 413 | Item No.6 :-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-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 414 | Lift 0 to 1.50 M |
| 415 | 629.00 + 10 % For hillyArea |
| 416 | Item no 7:- Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) |
| 417 | Lift 0 to 1.50 M |
| 418 | 1119.00 + 10 % For hillyArea |
| 419 | Item No.8 :- Filling in plinth and floors murumbedding in trenches with approved murum from excavated materials from foundation 15 to 20 cm layers including watering and compaction etc. complete. |
| 420 | 92.00 + 10 % For hillyArea |
| 421 | Item No.9 :- Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 422 | 250 mmdia. hdpe pipes |
| 423 | 110 mmdia. hdpe pipes |
| 424 | 189.00 + 10 % For hillyArea |
| 425 | 78.00 + 10 % For hillyArea |
| 426 | Item No. 10 :- Lowering, laying and jointing in position following C.I. D/F Sluice valves & washout valve including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. |
| 427 | 200 mm |
| 428 | 150 mm |
| 429 | 100 mm dia |
| 430 | 4160.00 + 10 % For hillyArea |
| 431 | 3998.00 + 10 % For hillyArea |
| 432 | 2545.00 + 10 % For hillyArea |
| 433 | Item No. 11 :- Providing and castingin situ, following grades of cement concrete of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compacting and curing, etc. complete |
| 434 | P.C.C. M-150 |
| 435 | (MJP DSR 2023-24, Item No.3(a)) P. No.47 |
| 436 | 8223.00 + 10 % For hillyArea |
| 437 | Item No. 12 :- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 438 | 92.00+10 % For hillyArea |
| 439 | Itam No.13 Making cross connection to existinq distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) |
| 440 | 300 mm |
| 441 | 250 mm |
| 442 | 6197.00 +10 % For hillyArea |
| 443 | 5200.00 +10 % For hillyArea |
| 444 | Item No. 14 :-Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure 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 |
| 445 | 250 mmdia. hdpe pipes |
| 446 | 110 mmdia. hdpe pipes |
| 447 | 20836.00 + 10 % For hillyArea |
| 448 | 8335.00 + 10 % For hillyArea |
| 449 | Item no 15 :-Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete. |
| 450 | 300 mm |
| 451 | 200 mm |
| 452 | 150 mm |
| 453 | 100 mm |
| 454 | Item no 16:- Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. |
| 455 | MS barrels (pipe pieces) locally manufactured(for small quantities |
| 456 | Item no 17:-Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. (Bd-C-2/275) |
| 457 | 89542.00 + 10 % For hillyArea |
| 458 | Item no 18:- Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle ofsuitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps ofsuitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types ofplumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the watersupply ,transportation of material etc complete as directed by Engineer in charge |
| 459 | B)Household Connection without water meter (With Integrated Saddle & compression Specials) For HDPE/PVC pipe |
| 460 | (Without Road Crossing) |
| 461 | For 15 mm Service connection |
| 462 | Total Amount 2 |
| 463 | Replacing Existing PVC Water Distribution line by HDPE Pipe for Bajarpeth on both side of road at Ward No-19 , For Chakan Muncipal Council Chakan, Tal. - Khed Dist. - Pune. |
| 464 | A) MATERIAL |
| 465 | Item No.1 :- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. completePE-100 a) 6 Kg/Sq. cm : |
| 466 | 160 mmdia. hdpe pipes |
| 467 | Item No.2 :- Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. 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 and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete |
| 468 | i) MJ COLLAR/ COUPLING 250 mm Page No.91- 1. I) |
| 469 | Item No.3:-D.I. Socket and flanged fittings :-Providing and supplying D.I. fitting with ISI 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. |
| 470 | i)All flange tee with flange branch250x150x250 Page No.89-,XIV |
| 471 | Item No.4 :-Providing double flange sluice valve conffirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. |
| 472 | 150 mm DiaPN 1.6 |
| 473 | Item No.5:-Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance,loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete |
| 474 | i) HDPE Couplers 160 |
| 475 | ii) HDPE End Cap 160 |
| 476 | iii) hdpe stub end 160 mm |
| 477 | Item No. 6 :-Providing and fixingC.I.roadboxincluding loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.Size -225 mm x 300 mm (40 kg) |
| 478 | B) LABOUR |
| 479 | Item No.7 :- Excavation for foundation / Pipe trenches in 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. |
| 480 | Lift 0 to 1.50 M |
| 481 | (165+187+211)/3 + 10 % For hillyArea |
| 482 | Item No.8 :-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-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 483 | Lift 0 to 1.50 M |
| 484 | 629.00 + 10 % For hillyArea |
| 485 | Item no 9:- Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) |
| 486 | Lift 0 to 1.50 M |
| 487 | 1119.00 + 10 % For hillyArea |
| 488 | Item No.10 :- Filling in plinth and floors murumbedding in trenches with approved murum from excavated materials from foundation 15 to 20 cm layers including watering and compaction etc. complete. |
| 489 | 92.00 + 10 % For hillyArea |
| 490 | Item No.11 :- Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 491 | 160 mmdia. hdpe pipes |
| 492 | (130.00 + 10 % For hillyArea) |
| 493 | Item No. 12 :- Lowering, laying and jointing in position following C.I. D/F Sluice valves & washout valve including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. |
| 494 | 150 mm DiaPN 1.6 |
| 495 | 3998.00 + 10 % For hillyArea |
| 496 | Item No. 13 :- Providing and castingin situ, following grades of cement concrete of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compacting and curing, etc. complete |
| 497 | P.C.C. M-150 |
| 498 | 8223.00 + 10 % For hillyArea |
| 499 | Item No. 14 :- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 500 | 92.00+10 % For hillyArea |
| 501 | Itam No.15 Making cross connection to existinq distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) |
| 502 | 250 mm |
| 503 | 5200.00+10 % For hillyArea |
| 504 | Item No. 16 :-Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure 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. Therate under this item shall also include cost of retesting, if necessary and reinstating to original position |
| 505 | 160 mmdia. hdpe pipes |
| 506 | 13891.00 + 10 % For hillyArea |
| 507 | Item no 17 :-Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete. |
| 508 | 250 mm |
| 509 | 150 mm |
| 510 | Item no 18:- Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle ofsuitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps ofsuitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types ofplumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the watersupply ,transportation of material etc complete as directed by Engineer in charge |
| 511 | B)Household Connection without water meter (With Integrated Saddle & compression Specials) For HDPE/PVC pipe |
| 512 | (Without Road Crossing) |
| 513 | For 15 mm Service connection |
| 514 | Total Amount 2 |
| 515 | Proposed Tremix ConcreteRoad at Shivam Residency, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 516 | Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts complete. |
| 517 | 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 50 mand spreading for embankment or stacking as directed. |
| 518 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 519 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 520 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 521 | 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, 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 V.S.I. Grade). |
| 522 | Providing and laying in situ cement concrete M-30 with tremix treatment for 200milimetrethickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4milimetrewide and 20milimetredeep, with necessary refilling with bitumen (excluding reinforcement) with course and fine agreegates (Natural sand/ VSI sand finely washed crushed sand) etc. complete. |
| 523 | Providing second class Burnt Brick masonry with conventional /I. S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls /in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete. |
| 524 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 525 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetre thick in M-40 grade of approved size and shape for city streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand /crushed sand of 50 milimetre thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. |
| 526 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 527 | Total Amount 2 |
| 528 | Proposed Under Ground Drainage Pipe Line FromSatybhama Heights to Ambethan Road, For Chakan Municipal Council, Chakan, Tal - Khed,Dist - Pune. |
| 529 | Excavation for foundation / pipe trenches inearth, soils of all types, sand, gravel and soft murum & Hard Murum,including removing the excavated materialuptoadistanceof50 metresandliftsasbelow,stackingand spreadingasdirected,normaldewatering, preparing the bed for foundation and excludingbackfilling,etc.complete.(Bd-A-1/259) |
| 530 | Excavation for roadway in hard murumincluding dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed complete. |
| 531 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 532 | Filling in plinth and ing in trenches 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. |
| 533 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,excluding GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/ site, unloading and stacking etc. complete as per IS-458/1988 Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below (Class \"NP-II\" 300mm Dia) (Rubber ring Joint) |
| 534 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (Class \"NP-II\" 300 mm Dia) (Rubber ring Joint) |
| 535 | Providingandconstructingonsewer,B. B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C.1:2:4 proportion, finishing channels in smoothrendering,providingC.I.dapuritypesteps eachweighing 5.5kg.,1:2:4coping and providing and fixing approved make and qualityS.F.R.C.frameandcoverof56cm dia. etc. completeas directedby Engineerin- charge. |
| 536 | Refillina the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 537 | Total Amount 2 |
| 538 | Proposed Asphalting of Road From Sawant House to Smashanbhumi Road, For Chakan Municipal Council Chakan, Tal. Khed, Dist. Pune. |
| 539 | 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 50 mand spreading for embankment or stacking as directed. |
| 540 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 541 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I(Using Screening Type A (13.2) mm Aggregate) |
| 542 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 543 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II(Using Screening Type B (11.2 mm) Aggregate) |
| 544 | Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm. size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete including applying tack coat of VG 30 grade bitumen at the rate of 0.30 kg per square metre on existing bitumen surface. |
| 545 | Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumenset footed in bitumen boiler on B.T. surface at 2.50 Kg per 10 Square Metre using VG-30 grade bulk bitumen. |
| 546 | Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3% VG-30 Bitumen usingBatch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller. |
| 547 | Providing and laying bituminous concrete using crushed aggregates of Grading-1,premixed with bituminous binder at 5.20 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 50 mm compacted thickness with VG-30 Bitumen, excluding prime/ tack coat. Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler. |
| 548 | 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 etc. complete. Mild Steel Board with Engineering Grade. |
| 549 | Total Amount 2 |
AI Tender Summary
Tender Timeline
Feb 27, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedMar 05, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 06, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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