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Tender Value
₹7.3 Cr
EMD Value
₹7.3 L
Closing Date
29 Sept 2026, 6:00 pm
EXECUTIVE ENGINEER TAPI R AND B DIVISION VYARA
BLOCK NO. 10, 2ND FLOOR, JILLA SEVA SADAN, PANVADI TA. VYARA DIST. TAPI - 394650
Strengthening of Bajipura Kahar Balda Kalamkui Road K.M. 0/000 to 11/000 (MDR) Dist. Tapi(CRIF 2025-26)
2026_MoRTH_924739_1
14 of 2026-27 CRIF bkbk
Open Tender
Civil Works - Roads
Works
180 days
AS PER TENDER
5 documents required · 5 mandatory
₹12,000
EXECUTIVE ENGINEER TAPI R AND B DIVISION VYARA
₹7.3 L
Yes
3 Sept 2026
3 Sept 2026
30 Sept 2026
3 Sept 2026
29 Sept 2026
3 Sept 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 | Clearing and grubbing road land including uprooting trunk vegetation, grass bushes, shrubs, saplings and tree girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials (C) by mechanical means in area of light jungle | 1.62 | Hec. | 28,455.09 | ₹46,097.25 |
| 2 | Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50Mt.lead. | 385 | Cum | 106.65 | ₹41,060.25 |
| 3 | Construction of granular sub-base 150 mm thick by providing machine crushed B.T. material satisfying MORT&H specification (Fifth revision) of grading V including spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density etc. complete. | 315 | Cum | 838.3 | ₹2,64,064.5 |
| 4 | Construction of granular sub-base 150 mm thick by providing machine crushed B.T. material satisfying MORT&H specification (Fifth revision) of grading III including spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density etc. complete. | 315 | Cum | 757.5 | ₹2,38,612.5 |
| 5 | Providing and laying wet mix macadam base course 250 mm thick in two layers as per MORTH specification using machine crushed B.T. chips as per required gradation, mixing with required optimum quantity of water, conveying the mix to site of work, spreading in to grade and camber with paver/mechanical means and consolidation each layer with vibratory roller to aschieve the desired density including cost of material labour plant and equipment etc. complete. | 525 | Cum | 833.25 | ₹4,37,456.25 |
| 6 | Providing and applying priming coat with Bitumen grade SS- 1at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and preparing the surface heating, and applying etc. complete. | 43 | Sqm | 87.34 | ₹3,755.62 |
| 7 | Earth work in cutting in all sorts of soil and soft murrum including conveying and spreading the stuff embankment as and where directed within 200 meter from the end of cutting with all required lead and lift. | 17,539 | Cum | 130.94 | ₹22,96,556.66 |
| 8 | Rolling and watering of earth work in layers with power roller including filling in depression which occur during the process | 877 | Cum | 22.89 | ₹20,074.53 |
| 9 | Picking of the bituminous surface using JCB excavator or by any mechanical means, cleaning and removal of loose and unsuitable material on the road surface including cost of fuel, oil, lubricant, labour charges and disposal of loose unsuitable material from site to the disposal site as directed by Engineer in charge. | 68,950 | Sqm | 5.23 | ₹3,60,608.5 |
| 10 | Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1- cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2- Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth 0.90 Metre for 150mm diameter sewer. | 4 | No. | 11,042.74 | ₹44,170.96 |
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