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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.8 LAccepted-AOC | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹33.1 L+₹31,967.50 (0.97%)Rejected-Finance | L2 | Rejected-Finance NOT BEING L1 | |
| 3 | L3₹33.6 L+₹79,521.50 (2.42%)Rejected-Finance FLAT NO 4 VIRGINIA CO OP HOUSING SOCIETY AIR PORT ROAD CHICALIM VASCO DA GAMA GOA 403 711 | SOUTH GOA | GOA | 403711 | L3 | Rejected-Finance NOT BEING L1 | |
| 4 | L4₹34.1 L+₹1.2 L (3.75%)Rejected-Finance FLAT NO 7 MHAMBRE BLDG DR FRANCISCO LUIS GOMES ROAD VASCO DA GAMA GOA 403 802 | SOUTH GOA | GOA | 403802 | L4 | Rejected-Finance NOT BEING L1 | |
| 5 | L5₹34.7 L+₹1.8 L (5.59%)Rejected-Finance SALGAONKAR HOUSE DRIVERS HILL VASCO DA GAMA GOA 403802 | SOUTH GOA | GOA | 403802 | L5 | Rejected-Finance NOT BEING L1 |
Tender Value
₹40.7 L
EMD Value
₹81,400
Closing Date
28 Mar 2022, 6:00 pmClosed
Garrison Engineer (I) (CG)Goa
Garrison Engineer (I) (CG)Goa HQ Coast Guard DHQ-11 Chicolna PO- Bogmalo Goa 403806
SPECIAL REPAIRS TO ROOF TREATMENT P-532B CGAIS ADMIN BLDG AT TECH AREA HANSA GOA, PROVN OF ROOF TREATMENT AND REPLACEMENT OF KOTA STONE WITH GRANITE FLOOR OF P-448 BLDG AND PROVN OF VEHICLE PARKING SHED IN PORT SIDE OF NEW OTM COMPLEX AT ICGAE GOA
2022_MES_506585_1
8259/GOA/E8
Open Tender
Civil Works
Item Rate
210 days
SOUTH GOA, BLDG NO P-532B, P-448, HANSA GOA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Garrison Engineer (I) (CG)Goa
₹81,400
Yes
23 Apr 2022
8 Feb 2022
31 Mar 2022
8 Feb 2022
28 Mar 2022
23 Feb 2022
9 Feb 2022 - 16 Feb 2022
Amount
SCH A PART-I ( SPECIAL REPAIRS TO ROOF TREATMENT OF P-532B) B/R PART M & L applying water proofing treatment with the following stages/specification, complete all as specified and directed. STAGE 1:- Removal of existing roof treatment consisting of screed bed, tar felts etc including removal of debris to a distance exc 1.5 Km but n exc 2Km, STAGE 2:- Brushing neat cement slurry with 3.0 kg of cement per sq meter complete all as specified and directed. STAGE 3:- 10mm thick cement rendering in cement mortar 1:4 over green neat cement slurry to receive roof treatment and finished even and smooth without using extra cement mixed with water proofing compound(ratio WPC and cement as per manufacture instructions) as in grading to RCC roof surface complete all as specified and directed. Note- water proofing compound shall be measured and paid separately). STAGE 4:- Applying tack coat of priming the surface with a coat of hot blown bitumen of grade 85/25 @ 1.2 kg/Sqm each at top and bottom of the membrane as bonding material STAGE 5:- M & L Water proofing roof treatment, consisit of a five layered Atactic polypropylene modified polymeric membrane of minimum 4 mm thick and minimum weight not less than 3.9 Kg/sqm, reinforced with polyster non woven fabric matt (weight not less than 160 gm/sqm), laid with LPG torch forced application over roof surface, with a side & end overlaps of minimum 100 mm. STAGE 6:- Applying tack coat of priming the surface with a coat of hot blown bitumen of grade 85/25 @ 1.2 kg/Sqm each at top and bottom of the membrane as bonding material STAGE 7:- A coat of bituminous aluminium silver paint @ 100 gm/Sqm on top, including sealing all joints by thermo fusion, and one coat silver paint on it all as per manufacturer's instructions
M & L Precast cement concrete block masonary 1:3:6 type C-1, using 20mm graded stone aggregate with solid blocks exc 10cm in width and setting in mortar 1:6 ratio complete all as specified and directed.. [Total Qty: 1.00(Part-I) +1.00(Part-II) + 2.5(Part -V)= 4.5 Cum]
Rendering 10 mm thick, on other than fair faces of brick or stone surfaces in cement mortar 1:6 ratio finished even and smooth without using extra cement complete all as specified & directed. [Total Qty: 20.00(Part-I) +20.00(Part-II) + 30.00(Part -V)= 70.00 Sqm]
M & L PCC in roof kerbs or mud stops, rounded or chamfered on edges type B0 (1:2:4) using 12.5 mm graded aggregate complete all as specified and directed. [Total Qty: 1.50(Part-I) +2.00(Part-II) = 3.50 Cum]
Supply only integral water proofing compound for plastering / concrete work, complete all as specified and directed. [Total Qty: 50.00(Part-I) +50.00(Part-II) = 100.00 Kg]
S & F for Rotational moulded polyethylene water storage tanks of 1000 Ltrs capacity (cylindrical, vertical with closed top)minimum 3 layered hoisted and fixed in position including 20mm bore PVC float valve including dismantling of old existing water tank complete all as specified and directed. [Total Qty: 2.00(Part-I) +2.00(Part-II) = 4.00 Each]
S & F 40mm boreTubes, 'medium grade' galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors including taking down of the existing pipe complete all as specified and directed.
S & F 50 mm boreTubes, 'medium grade' galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors including taking down of the existing pipe complete all as specified and directed.
S& F in repairs 40 mm dia Gun-metal, globe or gate valves, with iron wheel head, screwed both end for iron pipe and fixed complete all as specified and directed.
S& F in repairs 50 mm dia Gun-metal, globe or gate valves, with iron wheel head, screwed both end for iron pipe and fixed complete all as specified and directed. [Total Qty: 2.00(Part-I) +2.00(Part-II) = 4.00 Each
SCH A PART-II ( SPECIAL REPAIRS TO ROOF TREATMENT OF P-532B) E/M PART S & F Aluminium strip of size 25x 3.15mm in repair with saddles and fixing screws etc for roof conductors and down conductors above ground and fixing in the same location with new nuts and bolts of suitable size and length and connected to air termination rod on top of the hangar including taking down the old unserviceable one complete all as specified and directed. [Total Qty: 125.00(Part-II) +60.00(Part-IV) = 185.00 Each]
M & L Earthing complete with galvanized steel earth plate electrode of size 60cm x 60cm x 6mm thick , buried directly in ground vertically earth pit not less than 2.25 mtr deep below the ground level with top to edge of the plate n . Less than 1.5 mtr below ground level connected to galvanized iron strip 25x4mm as earthing lead by means of bolts, nuts, check nut and washer of galvanized steel, including necessary earthwork and excavation in any strata and PCC 1:3:6 type C2 chamber and RCC cover and light grade GI pipe 15mm dia pipe of required length for protection of GI wire and water funnel and wire mesh with GI pipe medium grade 20mm dia etc complete all as per electrical plate No 3 of SSR part -I including connections and testing complete all as specified and directed.
M & L in repairs test point terminal block made of gun metal or phosphorus bronze size 75x 75x 25mm, drilled and screwed including 3 Nos, 8 mm dia 25 mm long hex, head screw complete all as specified and directed. [Total Qty: 4.00(Part-II) +4.00(Part-IV) = 8.00 Each]
S & F in repairs GI clamps/ saddles for fixing of XLPE cable of any size on the wall surface including drilling in wall, fixing of new screws suitable length complete all as specified and directed. [Total Qty: 65.00(Part-II) +30.00(Part-IV) = 95.00 Each]
SCH A PART-III ( PROVISION OF ROOF TREATMENT AND REPLACEMENT OF KOTA STONE FLOOR WITH GRANITE FLOOR OF P-448 BUILDING) B/R PART [Notes:- Item of roof treatment, PCC Block masonry, rendering 10mm thick 1:6 , roof kerbs, WPC , PVC tank & 50mm Gun metal valve shall be measured and paid under Srl Item No 1,2,3,4,5,6,10 of SCH A PART -I]
S & F in repairs 20mm boreTubes, 'medium grade' galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and directed.
S & F in repairs 25 mm boreTubes, 'medium grade' galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and directed..
S & F in repairs 25 mm dia Gun-metal, globe or gate valves, with iron wheel head, screwed both end for iron pipe and fixed complete all as specified and directed.
M & L Granite (of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete and including 20mm thick screed bed or bedding layer in Cement Mortar (1:6) complete all as specified and directed including roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc.Brushing neat cement slurry with 3.0kg of cement per Sqm & taking out old unserviceable floor hearth or wall tiles including bedding of mortar including removal of debris to a distance exc 1.5Km but not exc 2Kms complete all as specified and directed.
M & L 20mm thick Granite (of any type) tiles machine cut, in skirting/ dado laid over cement screed and jointed with grey cement slurry, and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete and including 10mm thick rendering in Cement Mortar (1:4) complete all as specified and directed.
M & L Granite 20mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixtureof pigment to match faces of brick or stone surfaces complete all as specified and directed.
M & L 20mm thick plaster in cement mortar (1:4) in two layers, i.e 10mm thick in each layer, top layer mixed with integral water proofing liquid admixture as per manufacturers instruction on brick or concrete surfaces of wall finished the surface fair and even including taking down old cement plaster complete all as specified and directed. Note :- Water Proofing Compound shall be measured and paid separately.
Supply only integral water proofing liquid admixture for concrete and mortar complete all as specified and directed.
M & L applying two coats or more coats of 100% premium acrylic emulsion paint having VOC less than 50gm/ltr and UV resistance as per IS : 15489:2004, alkali and fungal resistance dirt resistance exterior paint of required shade (Company Depot tinted) with silicon additives @ 1.43 L/ Xsqm over and including priming coat of exterior primer applied at 0.90 L/ Xsqm over new surface complete all as specified and directed.
SCH A PART-IV ( PROVISION OF ROOF TREATMENT AND REPLACEMENT OF KOTA STONE FLOOR WITH GRANITE FLOOR OF P-448 BUILDING) E/M PART [Notes:- Item of Aluminium strip, Test point terminal blocks,GI clamps/ saddles shall be measured and paid under Srl Item No 11,13 & 14 of SCH A PART -II]
M & L Submain wiring with 1100 volt grade PVC insulated unsheathed multistranded two run of 1.5 Sqmm copper conductor cable conforming to IS 694 FRLS drawn through and including rigid white/ivory colour PVC casing caping etc. fixed on wall ceiling including provision of one run of 1.5 Sqmm PVC unsheathed copper conductor and connected to earth dolly including taking down old unserviceable submain wiring complete all as specified and directed. Note - 02 run of 1.5 Sqmm, 01 run of 1.5 Sqmm as earth conductor and 01 run of PVC casing caping will be measured as one length.
SCH A PART -V( PROVISION OF VEHICLE PARKING SHED IN PORT SIDE OF NEW OTM COMPLEX) B/R ITEMS Notes:- [Item of PCC Block masonry, rendering in CM 1:6 shall be paid under SCH A PART-I Item No 2.00 & 3.00]
Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface in soft/disentegrated soil complete all as specified and directed.
M & L cement concrete in foundations, filling and mass-concerte type C2-1:3:6 (40mm graded stone aggregate) holes complete all as specified and directed.
M & L steel Tubes, `medium grade'of 100mm Internal bore of 3.5 mm thick of galvanised, with all fitting and fixed complete to post complete all as specified & directed.
S & F Plates (plain or chequered) channels, Square cut or notched (ordinary and counter sunk) forming holes, without any attachment o FE -410W (Gde -E-250) Quality B complete all as specified and directed.
S & F roof trusses (framed), trussed purlins crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle channel or flat sections) including distance pieces, etc of FE-410W (Gde-E-250) quality B complete all as specified and directed.
S & F, Mild steel screw bolts (mahine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers an one hexagonal or square nut, n exc 5cm long of 5 to 10mm diameter shank in mm complete all as specified and directed.
M & L applying two coats of synthetic enamel paints over a coat of red oxide zinc chrome primer to new steel surface, not otherwise described, over 10cm width or girth including preparation of new surface complete all as specified and directed.
S & F pre-painted galvalume aluminium zinc caoting GI based corrugated steel sheet 0.50mm of any colour having tensile strength of 550Mpa as in roof covering, fixed with self tapping screws complete all as specified and directed.
S & F pre-painted galvalume aluminium zinc caoting GI based Plain steel sheet 0.50mm of any colour having tensile strength of 550Mpa as in cladding to wall, fixed with self tapping screws complete all as specified and directed.
Preparing New surfaces plastered surface of wall and applying two coats of cement base paint complete all as specified and directed.
M & L heavy duty parking tiles of thickness 10mm to 15mm thickness incl Screed bed or bedding layer of cement mortar 1:4 ratio 15 mm thick for laying floor finishes over including 100mm thick cement concrete type B2 (1:2:4) using 20mm graded stone aggregate including dismantling the old stone slab etc complete all as specified and directed.
M & L providing cement concrete of type B1 1:2:4 in roof kerbs or rounded or chamfered on edges, in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, facing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in item 04028, water triughs and the like including weathering, slightly rounded for hamfered angles and throating, as directing complete all as specified and directed.
M & L Reinforced concrete 300mm dia pipes, class NP2, laid and jointed with collars complete all as specified and directed.
M & L pre-cast RCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in cover slabs set in cement Mortar 1:4 and finished all exposed surfaces of concrete even and fair without using extra cement complete all as specified and directed.
Mild steel TMT bars 10 dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia or securing with clips complete all as specified and directed.
SCH A PART -VI( PROVISION OF VEHICLE PARKING SHED IN PORT SIDE OF NEW OTM COMPLEX) E/M ITEMS(INTERNAL ELECTRIFICATION) M & L submain wiring with 2 runs of single core PVC insulated FRLS unsheathed suitable for 1100 volts, multistranded copper conductor conforming to IS:694:1990 with ISI marked cable of size 1.5 Sqmm and one run of 1100 Volts grade PVC insulated FRLS unsheathed 1.5 Sqmm multistranded copper conductor cable 1100 volts green colour as continuous earth conductor drawn in and including PVC conduit medium grade of size 25 mm dia , ISI marked for sub-main wiring on surface in wall/roof etc. with required accessories complete all as specified and directed. Note: 2 run of main wire , one run of earth wire alongwith necessary conduit & accessories shall be measured in one run)
S & F MCB DB SPN double door 4 way 240 volts complete all as specified and directed.
S & F 240V 10KA 'C' curve miniature circuit breaker (MCB) SPN 32 A in the DB complete with connection testing and commissioning complete all as specified and directed.
S & F 240V 10KA 'C' curve miniature circuit breaker (MCB) SP 10 A in the DB complete with connection testing and commissioning complete all as specified and directed.
M & L ceiling rose 3 treminals/ PVC polycarbonate isolated body size (65x50) mm surface type, 230V complete all as specified and directed.
S & F in repairs LED tube light fitting 1 x 20 W, 230V wall mounted integrated batten, 4 ft LED module fixed on wall/surface/ceiling shall confirm to IS 16103 and shall bear BIS certification marking complete with all accessories internally pre- wired and including connecting up with twin core twisted flexible copper conductor cable with suitable sizes complete all as specified and directed.
M & L Earthing complete with galvanised steel earth plate electrode 60cm x 60cmx 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, using galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point including testing on completion complete all as specified and directed.
SCH A PART -VII( PROVISION OF VEHICLE PARKING SHED IN PORT SIDE OF NEW OTM COMPLEX) E/M ITEMS(EXTERNAL ELECTRIFICATION) Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 2 core complete all as specified and directed.
Excavation in trenches not exceeding 1.5 meter wide and not exc 1.5 mtr in depth for laying cable etc and getting out in soft / disintegrated rock complete all as specified and directed.
M & L sand cushioning with river washed and screened dry fine sand to under ground cable 23 cm thick, 15 cm below the cable and 8 cm after laying the cable, duly punned complete all as specified and directed.
Returning filling in including spreading, levelling, watering and well ramming, in layers not exceeding 25cm thick in soft disintegrated rock complete all as specified and directed.
Removing excavated surplus soil material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed.
Supplying and laying un-reinforced precast concrete cable cover, class LV, type 1 with peak size 250 x 150mm x 40mm complete all as specified and directed.
SHIVRAJ CONSTRUCTIONS
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Tiwarinassociates
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