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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC | ₹5.1 Cr | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹5.1 CrSame as L1Rejected-Finance H NO 756 BISMILLA MANZIL CHANDRAWADDO FATORDA MARGAO GOA | ₹5.1 CrSame as L1 | L2 | Rejected-Finance second Lowest Bidder |
| 3 | L3₹5.1 CrSame as L1Rejected-Finance H NO 245 A NEAR PRIMARY SCHOOL NIRMALANAGAR XELDEM QUEPEM GOA 403705 | XELDEM | QUEPEM | GOA | 403705 | ₹5.1 CrSame as L1 | L3 | Rejected-Finance Third Lowest Bidder |
| 4 | L4₹5.1 CrSame as L1Rejected-Finance AMBICA NAGAR D 2 G 2 CHANDRAWADA FATORDA GOA | SOUTH GOA | GOA | 403602 | ₹5.1 CrSame as L1 | L4 | Rejected-Finance Fourth Lowest Bidder |
| 5 | L5₹5.1 CrSame as L1Rejected-Finance | ₹5.1 CrSame as L1 | L5 | Rejected-Finance Fifth Lowest Bidder |
| Sl No | Description | Qty | Unit | M/S UNIQUE CONSTRUCTIONS L2 | Ribco Constructions Private Limited L1 | WAYSIDE CONSTRUCTION PRIVATE LIMITED L1 | WALI BUILDERS L2 | ASHKO BUILDERS L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/manual mean in all type of strata comprising any of the materials such as soil ,silt, sand, clay,gravel ,moorum of all varieties shingles, pebbles all types of conglomerates, laterite rock, soft rock, disintegrated or weatheres rock, fissured/shattered, decomposed rock and such materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc.but blasting prohibited all condition such as dry ,moist , saturated ,submerged, foul conditions etc. including pumping or bailing out water/ dewatering including setting out constructed shoring and bracing, removal of stump and other deleterious matter, dressing of sides and bottom and backfilling the excavated earth to the extent required and disposal of excavated soil, rock at specified areas within initial lead of 50m and lifts etc as per specification and drawing and as directed by the Engineer-in-charge etc. complete. | 11,761.62 | Cum | 214.53 ₹25,23,220.34 Lowest | 214.55 ₹25,23,455.57 | 215 ₹25,28,748.3 | 240 ₹28,22,788.8 | 250 ₹29,40,405 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 454.53 | Cum | 1,700 ₹7,72,701 | 1,670 ₹7,59,065.1 Lowest | 1,800 ₹8,18,154 | 1,800 ₹8,18,154 | 1,768 ₹8,03,609.04 |
| 3.10 | Providing and 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: a)Foundation and plinth. | 1,083.12 | Cum | 5,107.53 ₹55,32,067.89 | 5,107.51 ₹55,32,046.23 Lowest | 5,108 ₹55,32,576.96 | 5,150 ₹55,78,068 | 5,200 ₹56,32,224 |
| 3.20 | b) 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. | 1,676.32 | Cum | 5,571.78 ₹93,40,086.25 | 5,571.76 ₹93,40,052.72 Lowest | 5,572 ₹93,40,455.04 | 5,610 ₹94,04,155.2 | 5,650 ₹94,71,208 |
| 4.10 | Centering and shuttering including struttings, propping etc; and removal of formwork for (a) Foundations and Plinth. | 849.6 | Sqm | 350 ₹2,97,360 | 307 ₹2,60,827.2 Lowest | 407 ₹3,45,787.2 | 325 ₹2,76,120 | 325 ₹2,76,120 |
| 4.20 | b) Vertical surfaces such as retaining Walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets etc. | 5,060.7 | Sqm | 359.28 ₹18,18,208.3 | 359.26 ₹18,18,107.08 Lowest | 410 ₹20,74,887 | 360 ₹18,21,852 | 475 ₹24,03,832.5 |
| 5.10 | Providing and laying in position (1: 1 .5 : 3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1cement: 1 .5 coarse sand:3 graded or basaltic stone aggregate 20mm nominal size)
a) All work upto plinth level | 279.63 | Cum | 5,383.53 ₹15,05,396.49 | 5,383.51 ₹15,05,390.9 Lowest | 5,385 ₹15,05,807.55 | 5,390 ₹15,07,205.7 | 5,800 ₹16,21,854 |
| 5.20 | b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level | 182.93 | Cum | 6,025.53 ₹11,02,250.2 | 6,025.5 ₹11,02,244.72 Lowest | 6,900 ₹12,62,217 | 6,100 ₹11,15,873 | 8,000 ₹14,63,440 |
| 6.10 | Centering and shuttering including Strutting, Propping and removal of forms for:
i)Foundations, Footings, Bases for columns | 772.8 | Sqm | 310 ₹2,39,568 Lowest | 310 ₹2,39,568 Lowest | 407 ₹3,14,529.6 | 325 ₹2,51,160 | 350 ₹2,70,480 |
| 6.20 | iii) Columns, Piers, Pillars, Abutments, Posts and struts (square rectangle polygon in plan) | 810.98 | Sqm | 450 ₹3,64,941 | 450 ₹3,64,941 | 598 ₹4,84,966.04 | 380 ₹3,08,172.4 Lowest | 500 ₹4,05,490 |
Tender Value
₹6.3 Cr
EMD Value
₹12.6 L
Closing Date
14 Mar 2024, 4:00 pmClosed
EE II
Aquem Baixo Rawanfond
Rejuvenation and Development of Saipem Lake at Nagmodem in Navelim Constituency of Salcete Taluka.(2nd Call)
2024_WRD_14774_1
WDII/TECH/F17/54e/2023-24/SN1
Open Tender
Miscellaneous Works
Item Rate
180 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹12.6 L
13 Aug 2025
5 Mar 2024
15 Mar 2024
5 Mar 2024
14 Mar 2024
5 Mar 2024
Amount
Earthwork in excavation by mechanical/manual mean in all type of strata comprising any of the materials such as soil ,silt, sand, clay,gravel ,moorum of all varieties shingles, pebbles all types of conglomerates, laterite rock, soft rock, disintegrated or weatheres rock, fissured/shattered, decomposed rock and such materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc.but blasting prohibited all condition such as dry ,moist , saturated ,submerged, foul conditions etc. including pumping or bailing out water/ dewatering including setting out constructed shoring and bracing, removal of stump and other deleterious matter, dressing of sides and bottom and backfilling the excavated earth to the extent required and disposal of excavated soil, rock at specified areas within initial lead of 50m and lifts etc as per specification and drawing and as directed by the Engineer-in-charge etc. complete.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing and 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: a)Foundation and plinth.
b) 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 (a) Foundations and Plinth.
b) Vertical surfaces such as retaining Walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets etc.
Providing and laying in position (1: 1 .5 : 3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1cement: 1 .5 coarse sand:3 graded or basaltic stone aggregate 20mm nominal size) a) All work upto plinth level
b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level
Centering and shuttering including Strutting, Propping and removal of forms for: i)Foundations, Footings, Bases for columns
iii) Columns, Piers, Pillars, Abutments, Posts and struts (square rectangle polygon in plan)
Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cm. 1 : 5 (1 cement : 5 coarse sand) in foundation upto plinth level
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 and 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 50 mm thick paneled glazed or panelled and glazed shutters for doors,windows and clerestory window including anodized aluminium butt hinges with necessary screws: (a)First class Indian teak wood
Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol I and II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge : windows with two sliding shutters using 18 mm series shutters section. (c)Figured glass
1st class teakwood(Planks)
12mm cement plaster 1:4 (1 cement: 4 coarse sand)
White washing with lime on new work ( three or more coats) to give an even shade.
Providing and laying mangalore tiles roof covering over M25 grade Precast Cement Concrete Rafters placed at the rate 60cm C/C apart fixed with adhesive such as Bal endura, Sika etc. over sloping roof slabs and precast concrete Battens includiing all material, labour, tools and plants all complete.(Cost includes mangalore tiles, rafters and battens)
Providing and fixing weep holes 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. B) 75mm dia
Designing ,supplying,fixing and commissioning steel welded automatic/activated operated barrage gates of built up section and framed work including monorail arrangement of requisite IS MB 300,IS MC250, IS MB 400 etc. in automated inside gate lifting /lowering system , with arrangement to lower and raised the gates including stop lock gates arrangement etc. all complete including painting etc. for corrosive condition for the gated structures under the scope of this work. The design to be got done through authorized agency such as CWC /IIT/ NIT etc. and the same be approved by the department and in the Engineer incharge
Providing and fixing PVC water seal in construction joints as per design and drawing shall withstand the pressure to the tune of 5 kg/cm2 of approved quality and confirming to relevant IS code and shall be of one peace and jointing of small pieces shall be avoided the normal width shall not be less than 305mm and thickness shall be between 9.00 to 12.00 mm and shall withstand minimum hydro static pressure of 30 m of water including the cost of all materials labours, tools and plants required in the operation of above work and including the incidentals involved as per specification, drawing and directives of Engineer-in-Charge
Providing and laying stone rip rap for talus with Basaltic/granitic stones,60percent of which shall comprise stones not less than 0.0425m3(1 .5 cft.) in size each and remaining 40percent and comprising well rubble not below the size of 0.0142 cum (1/2 cft) including the cost of convnience of all matterials, spreading and hand packing wedging etc. for all leads etc. as directed by the Engineer - in - Charge.
Demolishing laterite stone masonry in cement mortar including stacking of serviceable material and disposal of unserviceable material 50m lead.
Providing and laying in design and pattern factory made chamfered edge Cement Concrete paver blocks ( C. C. paver blocks) of M35/M40 strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with river/manufactured sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications and direction of Engineer. f) 80 mm thick with Yellow/ Orange/ Earth color (M40 grade)
Providing and fixing vitrified glossy finished(600x600) and 10mm thick tiles in floor, treads of steps, landing on 25mm thick bed of cementmortar 1:3 and jointed with cement slurry Complete.
Providing and fixing G.I. chain link mesh 6.35cmx 6.35 cm x 10 gauge (2.5inch x 2.5inch x 10 gauge)fixed with angle iron posts and struts by G.I. or M.S. staples at 20cms apart with welding with the iron posts (placed at 3 meters centre to centre) including providing barbed wirestiffeners (shall weigh 9.33 kg. per 100 meters minimum) at top and bottom with barbed wire stiffers by binding wires at 50cms centre tocentre complete as per the direction of theEngineer – in – charge (angle iron posts struts, earthwork and concrete for fencing posts and struts to be paid separately)
Supplying of Garden Benches as per our own design Garden Bench No. RF-GB-1,C-1 wt. 35kg. Assembled Ghana teak wood strips 2' x 1' x 48' (4feet) with cetre M.S. bending strips etc.
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
Transportation and Carriage of material By tipper truck including loading, unloading and stacking ii) Earth (For a lead of 3km.)
Steel work in single sections (SAIL, TATA. VIZAG and using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and applying a priming coat of red lead paint. a) In R.S. joists, channels, angles, tees
Supply, Installing, Testing and Commissioning of 4mtr hot Dip GI Pole GI etched, Primered and PU painted with base plate with Single arm bracket Decorative pole.The pole must have a hinged flush door at the bottom with proper strengthening to the cutout of the door opening. A junction/ looping box with 32 Amps heavy duty connector shall be built in to the pole and with provision of SP MCB, provided with a base plate and one set (4 Nos.) of SS J-bolts and suitable for mounting 40W LED Light fixtures.Make Instapole, Atlantis, K-Lite or Equivalent.
Supply of 4 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size. (3) 4 Core 6 Sq.mm
(5) 4 Core 16 Sq.mm
Supply of 3 .5 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size. (3) 3 1/2 Core 50 Sq.mm
Supply of 3 core unarmoured PVC/XLPE insulated,PVC sheathed copper conductor cable of 1 .1 KV grade with ISI mark conforming to IS:1 554(Part I) IS:7098(Part I) with latest amendments of following size 1) 3 Core 1 .5 sq.mm
Supplying and fixing of 0.5 A to 5A rating, C series MCB suitable for lighting and other loads of following poles in the existing MCB DB complete with connections testing and commissioning etc as required a) SP , Cat A
Supply ,Installation and Testing and commissioning Manufacturing and supplying of 14 SWG out door type d-door panel with the following. (Main Panel) with internal wiring etc with necessary bus bar arrangement a)40A TP MCB LT/SCH 1 no b) provision for 3 phase Energy meter 1 no c) 32 A TPNMCB outgoings LT /sch 3 nos. d)Stabilizer 2KVAR 3 nos, RY,B I Lamp. With Toggle switch 1set. Fabrication, Powder Coating, wiring. With Angle frame complete as required and directed by Engineer-Incharge.
Supply ,Installation and Testing and commissioning Manufacturing and supplying of 14 SWG out door type d door panel with the following. (Sub Panel) with internal wiring etc with a)32A TP MCB LT/SCH 1 no c) 20A SP MCB outgoings LT /sch 12 nos. Fabrication, Powder Coating, wiring. With Angle frame. complete as required and directed by Engineer-Incharge.
Providing and fixing following capacity TPN disconnector fuse switch unit inside the existing cubicle panel board without HRC fuses including drilling holes in cubicle panel making connections etc. as required a) 32 A TPN, CAT A
Supply, installation, testing and commissioning of electronic type three phase energy meter (KWh), 4 wire, ISI marked, in polycarbonate or sgheet steel body ( base mounting type) with counter display/LCD display, with ELT, in Class 1.0, 50 Hz, 240 V. AC duly tested by MRT along with Test Certificates, complete as required of following capacity of make L and T only. b) 10 to 40 A
Earthing with GI earth pipe 2 mts long 40 mm dia medium class with ISI mark including accessories and provided masonry enclosure with CI/RCC cover having locking/lifiting arreangement and watering pipe etc with charcoal or coke and salt as required as per the earthing drawing provided by the engineer -incharge .the scope of work includes the following a) excavation of pit of size not less than 1.0x1.0x2.0mtrs (min) and disposal of excavated soil .b}class B G I PIPE 40MM diameter as per specifications . C)charcoal /salt as per specs (paid sepertaly .d) refilling the pit of size not less than1.0x1.0x2.0 mtrs {min) with soft black soil of minimum restivity i/c transtroption . e)masonary chamber with proper foundation ,cover plate and locking arangement . f)testing of earthing vaue with earth megger and certifications of its value,aluminium tag with embossed earthing value to be attached to the pipe , g)watering arrangement , plumbing will be paid sepertaly. (a) In soily strata
Providing and fixing 6 SWG dia GI wire on surface or in recess for loop earthing as required.
Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm direct in ground including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incharge,sand cushioning with screened sand bed of 20mm thick , protective covering with bricks placed lenghtwise on top of cable all over the run the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required.(b) In soily strata
Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size exceeding 25 sq.mm but not exceeding 120sq.mm direct in ground including excavation in the form of a trench as per cable trench drawing provided by the engineer-incharge, sand cushioning with screened sand bed of 20mm thick, protective covering with bricks placed Breatd-wise on top of the cable all over the run ( the brick protection shall cover the cable and project at least 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15cm crown on the top complete as required.(a) In soily strata
Supply and making cable end terminations with brass compression gland and aluminium lugs for following sizes of 3 1/2 core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required 3) 3 1/2 x 50 sqmm
Supplying and making cable end terminations with brass compression gland and alluminium lugs for following sizes of 4 core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade complete as required 3) 4 x 6 Sq.mm
50 mm dia ISI marked rigid PVC conduit (medium) confirming to IS 9537
Earthwork 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. a) All kinds of soil
Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 mm nominal size) excluding cost of centering, shuttering and finishing : a)All works upto plinth level
Providing and laying in position ready mixed concrete (RMC) with usage of ordinary portland cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level. iii)M-20 grade of concrete
Reinstatement of roads
40mm dia GI pipe medium class
Supplying and making cable end terminations with brass compression gland and alluminium lugs for following sizes of 4 core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade complete as required 4) 4 x 16 sq.mm
Ribco Constructions Private Limited
WAYSIDE CONSTRUCTION PRIVATE LIMITED
M/S UNIQUE CONSTRUCTIONS
WALI BUILDERS
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