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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical AT POST TOKAVADE TAL MURBAD DIST THANE | TOKAVADE | THANE | MAHARASHTRA | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹12.3 L
EMD Value
₹12,280
Closing Date
1 Sept 2026, 10:00 amClosed
Additional Chief Executive Officer
Thane Zilla Parishad New Office, 22 No. Circle, Wagle Estate, Thane.
Construction Of Karav To Shil Approach Road, Ch. No. 0/000 To 1/000, VR 40, Taluka Ambernath, District Thane.
2026_THANE_1329701_2
NIT No. 13-EE/WD/ZPTHANE/OPEN/2026-27
Open Tender
Civil Works
Percentage
100 days
Ambernath
Please refer Tender documents.
12 documents required · 12 mandatory
₹590
₹12,280
1 Sept 2026
24 Aug 2026
1 Sept 2026
24 Aug 2026
1 Sept 2026
24 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a 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 etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means | 53.87 | one cubic meter | 207 | ₹11,151.09 |
| 2 | 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 etc. complete. (Lift upto 1.50 m) By Mechanical Means | 24.25 | one cubic meter | 227 | ₹5,504.75 |
| 3 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cmto 20 cm
thick including hand packing and compacting etc. complete. | 11.66 | One Square Meter | 2,261.25 | ₹26,366.18 |
| 4 | Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand) | 12.13 | one cubic meter | 6,601.58 | ₹80,077.17 |
| 5 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt) | 92.71 | one cubic meter | 10,552.43 | ₹9,78,315.79 |
| 6 | Providing and laying Cast in situ/Ready Mix cement concrete in M15of trap/granite/quartzite/gneissmetal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombedsurfaceandcuringetc. complete.TheCementMortar1:3plaster is consideredforrenderingunevenandhoneycombedsurfaceonly.Newlylaidconcreteshall be coveredbygunnybag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic microprocessor basedPLCwithSCADA enabled reversibleDrumTypemixer/ concreteBatchmixplant (Panmixer)etc.complete.With fine aggregate (Crushed sand VSI Grade) | 0.86 | one cubic meter | 7,022.94 | ₹6,036.22 |
| 7 | Providing and fixing heavy duty inter locking concreteColoured paving blocks of 80mmthicknessofhavingastrengthof300Kilogram/Sq.cm.ofapproved qualityand shapeon abedof crushed sandof 25 to30mmthick including skirting joints and cleaning etc. complete | 15 | One Square Meter | 1,184.59 | ₹17,768.85 |
| 8 | Providing earthwork in embankment with approvedmaterials obtained fromother sourcesuptoleadof50m. includingall lifts, layinginlayersof20cm. to30cm. thickness breakingclods, dressing to the required lines, curves, grades§ion,wateringand compactionwithvibratoryrollerwithV-Satattachment toachievenot lessthan97%of standard proctor density etc. complete ( Material obtained from Other sources) | 59.1 | one cubic meter | 1,376.56 | ₹81,354.7 |
| 9 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. | 21.45 | Running Meter | 533 | ₹11,431.52 |
| 10 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge | 1 | Number | 9,963 | ₹9,963 |
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