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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹41.0 L
EMD Value
₹82,076
Closing Date
16 Oct 2026, 3:00 pm6d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
EXECUTIVE ENGINEER
THE EXECUTIVE ENGINEER(R), DIV XXV PWD, FATORDA MA
Urgent Repairs works Construction of Retaining walls, Crash Barrier and Road Sides Railings MAJOR DISTRICT ROAD-34 ID70805 for a length of 0.1463Km in V.P Bhati in Sanguem Constituency of Sanguem Taluka.
2026_PWD_32261_1
PWD/WDXXV/ASW/F-2/26-27/27 Line 1 dt 09/10/2026
Open Tender
Civil Works - Roads
Percentage
180 days
THE EXECUTIVE ENGINEER(R), DIV XXV PWD, FATORDA MA
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹82,076
9 Oct 2026
9 Oct 2026
19 Oct 2026
9 Oct 2026
16 Oct 2026
9 Oct 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 | Earthwork in excavation for roadway in all types of strata comprising any of the materials such as soil, silt, clay gravel murrum of all varieties shingles pebbles all types of conglomerates, laterite rock, ordinary soft rock, disintegrated rock fissured rock shuttered decomposed rock or weathered rock and all such other materials as described under Appendix "A" to those specification either in full or parts as the case may be by mechanical means or any other approved means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. as per MoRT & H Specification 301 or adopting any approved method or method as the case may be convenient or permitted inclusive of chiselling, wedging blasting prohibited etc. in all conditions such as dry moist saturated submerged foul conditions including shoring strutting etc. and as directed by the Engineer in - charge including dressing of sides ramming of bottoms including getting out the excavated soft/rock to be levelled & neatly dressed including pumping and bailing of water, carriage and disposal of excavated material barricading danger lighting guarding and disposal of excavated earth as directed by the Engineer - in Charge including all leads and lifts etc. complete. | 326.93 | m3 | 27 | ₹8,827.11 |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 46.71 | m3 | 2,211 | ₹1,03,275.81 |
| 3 | Centering & shuttering including Strutting Propping & removal of forms for :;Foundations Footings Bases for columns | 309.07 | sq. m | 407 | ₹1,25,791.49 |
| 4 | Centering & shuttering including Strutting Propping & removal of forms for :;Vertical surfaces such as retaing walls return walls Partitions walls (any thickness) including attached Pilasters Buttresses Plinth and string courses Fillets and the like | 159.57 | sq. m | 479 | ₹76,434.03 |
| 5 | Providing and laying in position cement concrete 1: 2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;All works upto plinth level | 330.04 | m3 | 6,635 | ₹21,89,815.4 |
| 6 | Providing and laying in position cement concrete 1: 2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;All works upto plinth level | 51.38 | m3 | 7,442 | ₹3,82,369.96 |
| 7 | Providing and laying in position cement concrete 1: 2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;In retaining walls return walls(any thk) including attached pilasters columns piers abutments pillars posts struts buttresses string or lacing courses parapets coping bed blocks anchor blocks plain window sills fillets etc upto floor five level. | 280 | RM | 363 | ₹1,01,640 |
| 8 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wallwing wall and earth retainig structure complete as directed by the Engineer in charge;A) 110 mm dia complete including white wash washing of rail posts etc. all complete. | 64 | RM | 971 | ₹62,144 |
| 9 | Providing and erecting a "Thrie"" metal beam crash barrier comprising of following three factory made unites-viz. 1) Thrie Beam 2) Spacer Block 3) Vertical Post. The Thrie beam 3mm thick cold roll formed guard rail raw material Conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255 Mpa which is fixed by bolted connection to spacer block C-channel of size 75mmx150mm & 5mm thick 54.6cm height spaced 2meter centre to centre fixed to Vertical Post C-channel of size 75mmx150mm &5mm thick cold roll formed section made from HR coils raw material conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255MPa with 85cms free height above road or Ground level and embedded to 115cms deep in cement concrete block of size 35cm*35*115cm of minimum grade M15 (1:2: 4) or as directed by Engineer Incharge assembled & fixed as per drawings of MORTH&H Circular No.RW/ NH/33022/1/94-D
O/III dated 24/6/1994 & construction operation as per 811 or relevant MORT&H specifications for Roads & Bridge Works (latest edition). All fittings (bolts
nutsfastenerswa shers etc.) shall be
conforming to IS:1367 & IS:1364 & galvanished by hot dip zinc coated process @0.55kg/m2 conforming to relevent IS specifications all etc. complete" | 167.3 | RM | 6,297 | ₹10,53,488.1 |
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