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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.3 LAdmitted-Finance | -20.00% | ₹9.3 L | L1 | Admitted-Finance |
| 2 | L2₹12.2 LAdmitted-Finance | +4.99% | ₹12.2 L | L2 | Admitted-Finance |
Tender Value
₹11.6 L
EMD Value
₹23,278
Closing Date
13 May 2026, 3:00 pmClosed
Executive Engineer
2nd Floor, Gomantak Maratha Samaj, Dayanand Smruti, Panaji-Goa
Raising and Reasphalting of existing road along with cross drain and gutter from the house of Shubham Govekar to Mithun Shirodkar house at Madhalamaj, Ward No.6, V.P Mandrem in Morjim Z.P Constituency.(Under XVth Finance Fund)
2026_ZP_29088_1
NGZP/01/2026-27/21/97/L3
Open Tender
Civil Works
120 days
North Goa Zilla Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹23,278
19 May 2026
6 May 2026
15 May 2026
6 May 2026
13 May 2026
7 May 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 | Cleaning of the existing black topped surface with brooms,soft brashes and finally dusting with old gunny bags and/orcompressed air to receive bituminious treatment, etc.complete | 816 | M2 | 6 | ₹4,896 |
| 2 | Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granula surface cleaned with mechanical broom as per MoRT&H specifications clause 503. Bitumen 80/100@ 0.375 kg/sq.m | 816 | M2 | 29 | ₹23,664 |
| 3 | Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones andconsolidation with power road roller including spreading, watering and consolidation of binding
material etc.(Measurements shall be considered on finished item) . | 36.8 | M3 | 1,867 | ₹68,705.6 |
| 4 | Providing and laying 50mm(consolidatedthickness)full grout using granitic or basaltic stone ofspecified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or sq.m. groutingwith hot bitumen straight run bitumen(or with suchhe Engineer-in-Charge)at 5.0kg. per sq. m. bindingwith key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in abituminious surface laid with F.E loader with 1 Cu.m.bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513. | 1,000 | M2 | 631 | ₹6,31,000 |
| 5Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. | |||||
| 5.01 | All kinds of soil | 55.26 | M3 | 291 | ₹16,080.66 |
| 6 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 10.68 | M3 | 2,211 | ₹23,613.48 |
| 7Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in: | |||||
| 7.01 | All works upto plinth level | 22.14 | M3 | 6,192 | ₹1,37,090.88 |
| 8Centering and shuttering including struttings, propping etc. and removal of formwork for : | |||||
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