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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC 50 NABANAGAR P O BIRATI P S NIMTA KOLKATA 700050 | KOLKATA | KOLKATA | WEST BENGAL | 700050 | L1 | Accepted-AOC Lowest Rate | |
| 2 | L2₹12.1 L+₹66,530 (5.82%)Rejected-Finance 21 KBM CHAKDAH P O P S CHAKDAH DIST NADIA PIN 741222 | CHAKDAH | NADIA | WEST BENGAL | 741222 | L2 | Rejected-Finance Not L1 | |
| 3 | L3₹13.3 L+₹1.9 L (16.2%)Rejected-Finance HARIMANDIR ROAD SOUTH BABUPARA SILIGURI | SILIGURI | DARJEELING | WEST BENGAL | 734004 | L3 | Rejected-Finance Not L1 |
| Sl No | Description | Qty | Unit | NASA ENTERPRISE L1 | DAS CONSTRUCTION L2 | M/S MATRI CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 670 | sqm | 10 ₹6,700 Lowest | 12 ₹8,040 | 15 ₹10,050 |
| 2.00 | Preparation and consolidation of sub grade with
power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 670 | sqm | 12 ₹8,040 Lowest | 13 ₹8,710 | 18 ₹12,060 |
| 3.00 | Providing and spreading of high quality weedicide
over the prepared surface to avoid the growth of the weeds in the top surface. | 670 | sqm | 25 ₹16,750 Lowest | 27 ₹18,090 | 35 ₹23,450 |
| 4.00 | Layer of compacted 3" WMM (wet mix
macadam)/WBM (water bound macadam) using
stone size 25 mm to 40 mm and stone dust (for
WMM) or good earth (for WBM). Compaction of
same using road roller 8–10 ton capacity. Rolling to
be done in both wet and dry phases of WMM/WBM.
Compaction to be done to achieve desired levels
and compaction in WMM/WBM | 52 | cum | 2,550 ₹1,32,600 Lowest | 2,610 ₹1,35,720 | 2,700 ₹1,40,400 |
| 5.00 | Layer of 3” WBM using stone size 15 mm-25 mm.
Compaction of same using road roller 8–10 ton
capacity to achieve desired level. | 52 | cum | 2,550 ₹1,32,600 Lowest | 2,610 ₹1,35,720 | 2,700 ₹1,40,400 |
| 6.00 | Providing and applying tack coat using hot straight
run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,
cleaning and preparing the existing road surface as
per specifications :
On W.B.M. @ 0.75 Kg / sqm | 670 | sqm | 34 ₹22,780 Lowest | 38 ₹25,460 | 41 ₹27,470 |
| 7.00 | Compacted layer of up to 30 mm thickness of
bituminous macadam using mix of 20 mm and 12
mm stone with 80-100/60-70 Grade Bitumen. The
compaction of the BM layer to be done using road
roller of capacity 8-10 ton. 2 % bitumen to be mixed,
as per desired slope | 20 | cum | 7,500 ₹1,50,000 Lowest | 7,700 ₹1,54,000 | 8,000 ₹1,60,000 |
| 8.00 | Compacted layer of up to 20 mm thickness of
bituminous concrete using 6 mm stone/ baby chips
(mixture of 0-6mm stones) with 80-100/60-70 grade
bitumen (subject to availability). The compaction of
the AC layer to be done using road roller of capacity
8-10 ton. Bitumen to be mixed at 2 %, as per
desired slope | 13.5 | cum | 7,200 ₹97,200 Lowest | 7,500 ₹1,01,250 | 8,150 ₹1,10,025 |
| 9.00 | Final layer of seal dust using stone dust with
bitumen to make the surface appropriate for
synthetic installation. | 670 | sqm | 45 ₹30,150 Lowest | 49 ₹32,830 | 59 ₹39,530 |
| 14.00 | Supplying and stacking at site.
Good earth | 65 | cum | 515 ₹33,475 Lowest | 520 ₹33,800 | 680 ₹44,200 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
19 Apr 2025, 3:30 pmClosed
Executive Engineer, PWD, Barasat Division
O/o EE, PWD, Barasat Division, Champadalimore, Barasat, Kolkata-700124
Construction of new Clay Tennis Court at Barasat Stadium under Barasat Division, PWD. In the district of North 24 Parganas during the year 2024-25.
2025_WBPWD_834571_1
WBPWD/BSTD/EENIQ01e/25-26
Open Tender
CIVIL WORKS
Item Rate
45 days
Barasat Sub Division
Please refer Tender documents.
6 documents required · 6 mandatory
₹50,000
3 Sept 2026
8 Apr 2025
21 Apr 2025
8 Apr 2025
19 Apr 2025
8 Apr 2025
Amount
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface.
Layer of compacted 3" WMM (wet mix macadam)/WBM (water bound macadam) using stone size 25 mm to 40 mm and stone dust (for WMM) or good earth (for WBM). Compaction of same using road roller 8–10 ton capacity. Rolling to be done in both wet and dry phases of WMM/WBM. Compaction to be done to achieve desired levels and compaction in WMM/WBM
Layer of 3” WBM using stone size 15 mm-25 mm. Compaction of same using road roller 8–10 ton capacity to achieve desired level.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm
Compacted layer of up to 30 mm thickness of bituminous macadam using mix of 20 mm and 12 mm stone with 80-100/60-70 Grade Bitumen. The compaction of the BM layer to be done using road roller of capacity 8-10 ton. 2 % bitumen to be mixed, as per desired slope
Compacted layer of up to 20 mm thickness of bituminous concrete using 6 mm stone/ baby chips (mixture of 0-6mm stones) with 80-100/60-70 grade bitumen (subject to availability). The compaction of the AC layer to be done using road roller of capacity 8-10 ton. Bitumen to be mixed at 2 %, as per desired slope
Final layer of seal dust using stone dust with bitumen to make the surface appropriate for synthetic installation.
Supplying and stacking at site. Good earth
Supply and installation to adequate slope of of ITF (international tennis federation) Certified 8 Layer Synthetic Acrylic System (Acrylic, pace category-3 as per ITF classification) of American /European / Australian Origin only of following technical specifications 8 layers US open top coat- Blue inside green outside 8 Layers: 1st layer for filler/ resurface designed for onside mixing with silicon, sand and water to smooth Asphalt surface + 5 layers of cushion i.e, 2 granular cushion layers (as per ITF standards) + 3 Latex smoothing cushion layers (as per ITF standards) + 2 textured topcoat (as per ITF standards), 100% UV resistant. Court line marking (emulsion and washable) with the approved paint as per ITF standards. Note: Slope of the court as per ITF standard must be maintained. The Top playing surface should be the one used for a ATP Grand Slam/ ATP Masters 1000 Series. Note- The bidder must provide a documentary proof for the same. Bidder not furbishing this document will be disqualified. Bidder should give a warranty of 5 years.
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge Made of G.I. wire of dia 4 mm
Providing & fixing of MS Pipes/ spaced 10 feet apart on all four sides of the court with two gates, top , bottom & middle pole of 1.5" and vertical poles of 2" duia with primer & paints. & o
Providing & fixing American design tennis net posts made of 80 x 80 x 3 mm thickness (facing outside)
Tennis Net Providing & fixing Tennis Nets 42'- 0"long and 3'-0" high as per the requirement and approved by the sports department
DAS CONSTRUCTION (BID ID -6308314)
M/S MATRI CONSTRUCTION (BID ID -6308333)
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