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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC 435 FLAT NO G 1 SUYASH APARTMENT JAYCEE NAGAR CURTI PONDA GOA | GOA | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.7 L+₹15,660.31 (1.25%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹12.1 L
EMD Value
₹24,135
Closing Date
8 Mar 2023, 4:00 pmClosed
Executive Engineer Works Divsion X, WRD, Pajimol S
Works Divsion X, WRD, Pajimol Sanguem Goa
Construction of nullah bank and platform near Bandhara Scheme at colony no two for PAPs of SIP at Vaddem Rehabilitation site Sanguem
2023_WRD_7449_1
WDX/Accts./2022-23/e-13
Open Tender
Miscellaneous Works
Item Rate
45 days
Works Divsion X, WRD, Pajimol Sanguem Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹24,135
15 Jan 2024
28 Feb 2023
13 Mar 2023
28 Feb 2023
8 Mar 2023
28 Feb 2023
Amount
Earth work in excavation in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, moorums of all varieties shingles.pebble all type of conglomerates, laterite rock, soft rock, disintegrated rock, fissured shattered, decomposed rock or weathered rock and all such other materials, as describe under appendix to those specifications either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling , wedging etc . excluding blasting in all conditions such as dry moist, saturated Submerged, foul conditions etc. including pumping or bailing out water, including setting out construction of shoring and bracing removal stumps and other deleterious matters, dressing of Side and bottoms and back filling the excavated earths to the extent required and disposing the remaining excavated soil/rock as directed by Engineer in charge for all leads and in all lifts as specified and directed etc.complete
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Centering and shuttering including struttings, propping etc. and removal of formwork for a) Foundations, footings, bases for columns and mass concrete.
b) vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.
Providing & laying cement 1:2:4(1 cement:2 coarse sand : 4 graded granitic or baseltic stone aggregate, 20 mm, nominal size),excluding cost of centering & shuttering and finishing in: a) All works upto plinth level
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.
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge A) 110 mm dia
Providing and laying laterite stone aggregate 40x40x40 cm to cover the weep holes on the earth retaining side of retaining wall to act as filter media.
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
12mm cement plaster 1:4 (1 cement : 4 fine sand)
Kotah stone slab flooring over 20 mm (average) thick base laid over & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & complete with base of cement mortar 1:4 (1 cement : 4 coarse sand a) 20 mm thick.
Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete b) Moorum
Providing and fixing in position hand rail in staircase, landings and the like with 2" dia G.I. pipe (light class) resting on 50 x 50mm M.S. square bars of clear height 40cms placed at 50cm including making necessary holdfast fixtures (30mm square bars 22 cms long) embedded in staircase concrete for restting the M.S. vertical square bars with holding etc as required including bending the G.I. pipe to necessary shape in curves with specials etc. (Measurements will be made along the length of the hand rail)
Providing and laying 20mm thick cuddapah in shelves over 20 mm thick base of cement mortar 1:3 complete
Providing 25 mm thick cuddapah slabs machine cut and polished on either side in partitions including making necessary grooves in the wall and fixing with cement mortar, complete as directed by the engineer-in-charge
Providing and fixing prefabricated compound gate of G.I. pipes 40 – 50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals, hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 granitic or basaltic aggreate 20mm nominal size) including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shadesas per direction complete.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Providing and fixing Colouron Plus galvulium roofing Sheets of 0.45mm thick double ribbed trapezoidal profile coated 1080mm with cover width of 1020mm including all the accessories (JSW or equivalent make ) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge.
Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth above 610mm) including all the accessories complete as per the directions of the Engineer in charge.
MUSHTAQ AHMED M. BULBULE
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