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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-Finance H NO 245 A NEAR PRIMARY SCHOOL NIRMALANAGAR XELDEM QUEPEM GOA 403705 | XELDEM | QUEPEM | GOA | 403705 | ₹1.4 Cr | L1 | Accepted-Finance Lowest bidder |
| 2 | L2₹1.5 Cr+₹10.5 L (7.35%)Rejected-Finance | ₹1.5 Cr+₹10.5 L (7.35%) | L2 | Rejected-Finance second Lowest bidder |
| 3 | L3₹1.9 Cr+₹44.4 L (31.0%)Rejected-Finance SHOP NO 1 154 1 G F BLDG KINARA WARD NO 2 SANGUEM GOA | ₹1.9 Cr+₹44.4 L (31.0%) | L3 | Rejected-Finance third Lowest bidder |
| 4 | L4₹1.9 Cr+₹44.5 L (31.1%)Rejected-Finance | ₹1.9 Cr+₹44.5 L (31.1%) | L4 | Rejected-Finance fourth Lowest bidder |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
14 Mar 2024, 4:00 pmClosed
EE II
Aquem Baixo Rawanfond
Restoration of nallah and construction of Box Culvert at Shree Mahalasadevi Temple complex at Village Verna in Nuvem Constituency of Salcete Taluka.
2024_WRD_14777_1
WDII/TECH/F17/55e/2023-24/SN1
Open Tender
Miscellaneous Works
Item Rate
120 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,000
₹3.6 L
4 Jul 2024
5 Mar 2024
15 Mar 2024
5 Mar 2024
14 Mar 2024
5 Mar 2024
Amount
Earthwork in excavation by mechanical/ manual means in all types of strata comprising any of the materials such as soil, sand, silt, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintergrated rock or weathered rock, fissured/shattered, decomposed rock and all such other materials 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 chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or bailing out water/dewatering including setting out construction of shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. and back filling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas with all leads and all lifts etc. as per specification & drawing and as directed by the Engineer in Charge etc.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: 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.
Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete.
vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.
Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) All works upto plinth level
In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level
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
Suspended floors, roofs landings, shelves & their supports
Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
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 retaining structure complete as directed by the Engineer in charge 110 mm dia
Earthwork in Embankment with approved earth (Contractor earth) / moorum including spreading the earth in layers not exceeding 250mm in depth, breaking clods, rolling each layer with half to roller or wooden or steel hammer including filling up ground depression, dressing etc. complete with all lead and lift and as directed by the Engineer in charge etc. complete.
12mm cement plaster 1:3 (1 cement : 3 fine sand)
Providing and fixing 40 mm dia G.I. Pipe railing in 3 rows complete with G.I. Fittings incl. Painting of pipes and fittings with white paint of approved quality incl. A priming coat with a ready mixed primer for new works incl. Providing R.C.C. 1:2:4 rail posts of size 0.15 x 0.15 x 1.00 M with base of 0.25 x 0.25 x 0.3 m at every 2 mts intervals and double rail post with a bar drawings inclusive of cost of reinforcement etc. all complete including white wash washing of rail posts etc. all complete.
M. A. Aboobacker
GOVIND BHIKU NADKERNY & ASSOCIATES
RAF Sequeira
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