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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.3 LAccepted-AOC DOOR NO 3 79 CHENNNADGRAMAPANCHAYAT PERUMBALA KASARAGOD 681317 | PERUMBALA | KASARAGOD | KERALA | 681317 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹87.4 L+₹4.7 L (5.64%)Rejected-Finance 3 100 2 KOTIAN CO NH66 KULAI POST SURATHKAL MANGALORE DAKSHINA KANNADA KARNATAKA 575019 | DAKSHINA KANNADA | KARNATAKA | 575019 | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹88.6 L+₹5.9 L (7.12%)Rejected-Finance PLOT NO 102 H NO 21 1382 102 GROUND FLOOOR SAMATHA NAGAR COLONY OLD SAFILGUDA ROAD NO 3 HYDERABAD RANGAREDDI TELANGANA 500056 | HYDERABAD | TELANGANA | 500056 | L3 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | KDR CONSTRUCTION L1 | KOTIAN -ECC L2 | Squad 7 Projects and Services Pvt Ltd L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc1.5 m deep and getting out in soft/disintegrated rock complete all as specified | 288 | Cum | 555 ₹1,59,840 Lowest | 699 ₹2,01,312 | 680 ₹1,95,840 |
| 2.00 | Excavating over areas but exc 1.5 m and not exc 3 m deep and getting out in soft/disintegrated rock complete all as specified | 12.2 | Cum | 888 ₹10,833.6 | 815 ₹9,943 Lowest | 900 ₹10,980 |
| 3.00 | Removing excavated material (soft/disintegrated rock) n exc. 50m and depositing where directed at a level n exc. 1.5 m complete all as specified | 94.1 | Cum | 225 ₹21,172.5 Lowest | 288 ₹27,100.8 | 235 ₹22,113.5 |
| 4.00 | Removing excavated material (rock) exc. 250 m but n exc. 500 m and depositing where directed at a level n exc. 1.5 m complete all as specified | 89.65 | Cum | 285 ₹25,550.25 Lowest | 313 ₹28,060.45 | 506 ₹45,362.9 |
| 5.00 | Returning filling in including spreading levelling watering in layers n.exc 25 cm in soft/ disintegrated rock complete all as specified | 115.45 | Cum | 120 ₹13,854 Lowest | 126 ₹14,546.7 | 250 ₹28,862.5 |
| 6.00 | M&L for PCC 1:4:8, type D2 using 40mm graded stone aggregate as in foundation/filling / mass concrete/ in sub base or in bed in drain etc complete all as specified | 120.55 | Cum | 6,350 ₹7,65,492.5 | 6,825 ₹8,22,753.75 | 5,900 ₹7,11,245 Lowest |
| 7.00 | M&L for formwork to sides of concrete foundation, footing, bases of columns,raft and raft beams,sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished surfaces complete all as specified | 32 | Sqm | 325 ₹10,400 Lowest | 357 ₹11,424 | 410 ₹13,120 |
| 8.00 | M&L RCC M-30 design mix using 20mm graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc. basement slabs, under-reamed piles and mass concrete complete all as specified | 61 | Cum | 9,111 ₹5,55,771 Lowest | 9,216 ₹5,62,176 | 10,750 ₹6,55,750 |
| 9.00 | M&L Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter, for rough finished surfaces complete all as specified | 312 | Sqm | 425 ₹1,32,600 | 457 ₹1,42,584 | 410 ₹1,27,920 Lowest |
| 10.00 | M&L RCC design mix M30 (20 mm graded aggregates) in walls, retaining walls, basement walls, ballast walls and the like any thickness, above top of footings complete all as specified | 62.4 | CUM | 9,111 ₹5,68,526.4 Lowest | 9,216 ₹5,75,078.4 | 10,750 ₹6,70,800 |
Tender Value
₹87.8 L
EMD Value
₹1.6 L
Closing Date
13 Jan 2026, 6:00 pmClosed
CHIEF ENGINEER CG GOA
HQ CE CG GOA CHICOLNA DABOLIM GOA 403806
ADDITION ALTERATION TO SHOPPING COMPLEX AND EXISTING PUMP HOUSE WITH CERTAIN PROTECTIVE WORKS AND DEVELOPMENT OF SURRONDING AREAS AT CGRA KUNJATBAIL UNDER AGE I MANGALORE
2025_MES_744773_1
84042/E8
Open Tender
Civil Works
Item Rate
240 days
MANGALORE
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹1,000
AGE (I) MANGALORE
₹1.6 L
Yes
6 Mar 2026
16 Dec 2025
20 Jan 2026
16 Dec 2025
13 Jan 2026
6 Jan 2026
Excavating over areas, n exc1.5 m deep and getting out in soft/disintegrated rock complete all as specified
Excavating over areas but exc 1.5 m and not exc 3 m deep and getting out in soft/disintegrated rock complete all as specified
Removing excavated material (soft/disintegrated rock) n exc. 50m and depositing where directed at a level n exc. 1.5 m complete all as specified
Removing excavated material (rock) exc. 250 m but n exc. 500 m and depositing where directed at a level n exc. 1.5 m complete all as specified
Returning filling in including spreading levelling watering in layers n.exc 25 cm in soft/ disintegrated rock complete all as specified
M&L for PCC 1:4:8, type D2 using 40mm graded stone aggregate as in foundation/filling / mass concrete/ in sub base or in bed in drain etc complete all as specified
M&L for formwork to sides of concrete foundation, footing, bases of columns,raft and raft beams,sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished surfaces complete all as specified
M&L RCC M-30 design mix using 20mm graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc. basement slabs, under-reamed piles and mass concrete complete all as specified
M&L Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter, for rough finished surfaces complete all as specified
M&L RCC design mix M30 (20 mm graded aggregates) in walls, retaining walls, basement walls, ballast walls and the like any thickness, above top of footings complete all as specified
M&L Mild steel TMT bars 10mm dia & over cut to length, bent to shape required including cranking, bending spirally for hooping for coloumns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed
S&F High density polyethylene pipes (HDPE) 50 mm bore of pressure rating 6 kgf/cm2 fixed complete to retaining walls as weep holes all as specified & directed.
M&L for hand packing broken stone or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified
M & L framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290 grade 165 quality A complete all as specified
M & L for preparing new steel surface of any description over 10cm width or girth and applying two coats of Synthetic enamel paint over a coat of red oxide primer, complete as specified.
M&L PCC 1:2:4, type B1 using 20mm graded aggregate including formwork for coping/ haunching, weathering, slightly rounded or chamfered angles and throating complete all as specified
Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for
Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified
M&L for dressed laterite stone masonry, regular coursed, well bonded, bedded and solidly hearted built in CM 1:4 complete all as specified
M&L Rendering 15mm thick in CM 1:4 on on stone masonry surfaces or surfaces of brickwork finished even and smooth without using extra cement complete all as specified
M & L for preparation of new plastered surfaces and applying 2 coats of cement base paint over a coat of chalk whiting complete all as specified.
Demolition of plain cement concrete of any description and in any position not otherwise specifically provided for
M&L for Plain Cement Concrete, type B- 2, 1:2:4 (40mm graded aggregate) 100 mm thick in flooring complete all as specified
M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified
M&L for machine pressed precast concrete paver block of any shape & size confirming to IS 15658-2006 of 80 mm thickness, M-35 grade with grey cement and pigment, complete all as specified.
M & L for sand filling under floors or in foundations including watering and consolidation etc all as specified.
M & L for 18 to 20 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms/slabs and like laid overn cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite half round on exposed projected surfaces including 20mm thick screed bed in CM 1:6 complete all as specified and as directed
M & L for Rounding to edges of stone slabs one edge, such as in steps, cooking platform and other similar situations complete all as specified
M&L for coloured Glazed ceramic tiles on vertical surfaces 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match, over and including 10 mm thick cement mortar 1:4, including dismantling wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified
M&L for Finishing walls with Acrylic Smooth exterior paint of required shade : New work with Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm after Complete removal of existing treatment complete all as specified and directed
M&L for complete removal of existing treatment on walls and applying two or more coats of Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification
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 250m but n exc 500m & clean the roof surface throughly with wire brush & remove deleterious materials. STAGE 2:- Bitumen primer @ 0.40 lts/sqm or as per manufacturers instructions(manufactured by the same agency as that of APP membrane) shall be applied to the prepared roof, drain and all other surfaces where polymer modified membrane is to be laid. STAGE 3:- M & L Water proofing roof treatment, consisit of a five layered Atactic polypropylene modified polymeric membrane of minimum 3 mm thick and minimum weight not less than 3.5 Kg/Sqm, reinforced with polyster non woven fabric matt (weight not less than 150 gm/sqm), laid with LPG torch forced application over roof surface, with a side & end overlaps of minimum 100 mm. STAGE 4:- A coat of bituminous aluminium primer @ 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 rendering 15 mm thick in CM 1:3 on roof surface incorporating integral water proofing compound at 3% of weight of cement and finished even and smooth without using extra cement complete all as specified
S&F Steel rolling shutters, thickness of laths 1.25 mm, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type, including dismantling exisitng shutter and making good exisitng surfaces complete all as specified
S&F Safety lever locks mild steel with 4 levers & Ball bearing for rolling shutters complete all as specified
Supply only integral water proofing compound as specified
M&L for Boulder pitching, grouted with cement and sand mortar 1:6 with straight face on one side and sloping face on the other side, complete all as specified and directed.
M& L Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n exc. 40 mm, in granite or trap stone complete all as specified
M&L Raised pointing to random or polygonal rubble, uncoursed or brought upto course in cement mortar 1:3 complete all as specified
M&L for precast RCC (1:2:4) type B1 using 20mm graded stone aggregate as in manhole cover slabs etc set in cement mortar (1:4) including use and waste of form work (reinforcement shall be measured and paid for relevant item) all as specified.
Supply only approved moorum from outside MD land complete all as specified
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified
Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed
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