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Tender Value
₹69.9 L
EMD Value
₹1.4 L
Closing Date
31 Aug 2026, 6:00 pm7d left
Executive Engineer PWD(RandB) Div Khour
Executive Engineer PWD(RandB) Div Khour
Improvement of link road from new Mattoo to old Mattoo via Middle School Mattoo.(Under Road Sector UT Capex Budget 2026-27) (Ist Call)
2026_PWDJK_321534_3
Short e-NIT No. 30 of 2026-2027/Khour Dated 19-08-2026
Open Tender
Civil Works
Percentage
240 days
KHOUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Executive Engineer PWD(RandB) Div Khour
₹1.4 L
Executive Engineer PWD(RandB) Div Khour
19 Aug 2026
19 Aug 2026
1 Sept 2026
20 Aug 2026
31 Aug 2026
20 Aug 2026
27 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 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil | 1,250 | sqm | 24.12 | ₹30,150 |
| 2 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). | 2,700 | sqm | 5.55 | ₹14,985 |
| 3 | Providing and laying water bound macadam with specific nstone agg. Stone screening and binding material including sauting spreading to template and consolidate with power roller of 8-10 tonne capacity base course 63-45mm size | 210.66 | cum. | 2,237.7 | ₹4,71,393.88 |
| 4 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | 281.25 | cum | 1,885.95 | ₹5,30,423.44 |
| 5 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.With medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. | 3,750 | sqm | 31.6 | ₹1,18,500 |
| 6 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.With medium setting bitumen emulsion On bituminous surface @ 0.25 Kg/sqm | 3,375 | sqm | 20.35 | ₹68,681.25 |
| 7 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent | 7,125 | sqm | 268.15 | ₹19,10,568.75 |
| 8 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete | 7,125 | sqm | 102.85 | ₹7,32,806.25 |
| 9 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | 285 | sqm | 638.9 | ₹1,82,086.5 |
| 10 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil : | 279 | cum. | 256.85 | ₹71,661.15 |
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