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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC NO 03 45 NEIKUPPI VILLAGE VENGAPAKKAM POST KALPAKKAM CHENGALPATTU DISTRICT 603 102 | KALPAKKAM | CHENGALPATTU | TAMIL NADU | 603102 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹7.5 L+₹66,433.50 (9.77%)Rejected-AOC NEIKUPPI VILLAGE VENGAPAKKAM POST KALPAKKAM 603 102 KANCHEEPURAM DIST | KALPAKKAM | KANCHEEPURAM | TAMIL NADU | 603102 | L2 | Rejected-AOC Other than lowest bidder | |
| 3 | L3₹8.3 L+₹1.5 L (21.4%)Rejected-AOC NO 22 KUNNIJI NAGAR 1ST STREET EAST TAMBARAM CHENNAI 600 059 TAMIL NADU | CHENNAI | CHENNAI | TAMIL NADU | 600059 | L3 | Rejected-AOC Other than lowest bidder |
Tender Value
₹7.7 L
EMD Value
₹15,400
Closing Date
19 Jun 2021, 6:00 pmClosed
AGE(I) Navy Chennai
AGE(I) Navy Chennai Military Engineer Services Fort St George Rajaji Salai Chennai 600 009
REPAIRS TO ROOF TREATMENT AND REPAIRS TO BROKEN CHAJJAS AND FINS AND REPAIR/REPLACEMENT OF SOIL WASTE PIPES OF CERTAIN BUILDINGS OF ZONE C AREA (KALPAKKAM AND VELLACHI UNDER AGE(I) NAVY CHENNAI
2021_MES_436381_2
AGE(I)/NAVY/CHN/8187 of 2021 - 22
Open Tender
Civil Works
Item Rate
180 days
Chennai
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
AGE(I) Navy Chennai
₹15,400
Yes
24 Jul 2021
2 Jun 2021
21 Jun 2021
2 Jun 2021
19 Jun 2021
5 Jun 2021
Amount
Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided including padding concrete on roof complete all as specified and directed by Engineer in charge
M&L for roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc and spplying evenly cement slurry at the rate of 3 Kg/Sqm over cleaned surfaces complete all as specified and directed by Engineer in charge
M&L PCC 1:3:6 type C1 (using 20 mm graded agg) as in padding concrete to maintain required slope including coving to junctions of parapet and roofs complete all as specified and directed by Engineer in charge
Cutting grooves in brick/concrete wall, 75mm wide and 65mm deep and shaping horizontal face of grooves with cement mortar 1:3 complete all as specified and directed by Engineer in charge
Removing of debries any description obtained from demolition beyond the lead included in the rates including loading unloading to a distance exceeding 1.5Km and not exceeding 2.00 KM out side defence land complete all as specified and directed by Engineer in charge
M&L for 5 mm thick cement screed in cement mortar 1:4 with water proofing compound at the rate of 2% by weight of cement to have a smooth surface for laying of water proofing membrane. Note : WPC will be measured and paid seperately
M&L for preparation of surfaces and applying bituminous primer @ 0.4 liter /Sqm complete all as specified and directed by Engineer in charge
M&L for APP based polymeric membrane minimum weighing 3 kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt not less than 150 gms/sqm) over a coat of hot blown bitumen 85/25 grade @ 1.20 Kg/Sqm over primed surfaces by forced application complete in roof surfaces and on verticle surfaces, complete all as specified and directed by Engineer in charge
M&L for cement concrete tiles 300x 300 x 20-25mm thick machine pressed, set jointed and pointed in neat cement slurry in floors with grey cement and pigments over a coat of 20mm thick screed bed in CM 1:6.
Supply only integral water proofing compound.
Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime lime mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precastconcrete articles complete all as specified and directed by Engineer in charge
M&L for brick work with flyash bricks , straight or curved on plan to any radius in half brick built in cement mortar 1:4 complete all as specified and directed by Engineer in charge
Taking down cement plaster on brick walls including racking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed by Engineer in charge
M&L for rendering 5mm thick on ceiling in CM 1:3 finished even and smooth without using extra cement complete all as specified and directed by Engineer in charge
M&L for rendering for 10mm thick in cement mortar (1:6) on other than fair faces of internal bricks or concrete surfaces finished even and smooth with using extra cement complete all as specified and directed by Engineer in charge
M&L for rendering for 15mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces finished even and fair complete all as specified and directed by Engineer in charge
M&L for rendering for 15mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces finished with rough cast plasters finshes complete all as specified and directed by Engineer in charge
M&L for preparing newly plastered surfaces of celings and applying three coats of white wash complete all as specified and directed by Engineer in charge
M&L for preparing newly plastered surfaces and applying two coats of distemper oil emulsion over coat of primer on surfaces of walls including 3mm th wall care putty on walls complete all as specified and directed by Engineer in charge
M&L for applying two coat of weather proof paint over a coat of primer alkali resistance on newly plastered or unplastered wall surface including preparation of surface, complete all as specified and directed by Engineer in charge
M&L for cement concrete of type B1, 1:2:4 of (20 mm aggregate) in Coping , lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engineer in charge
M&L for repair to broken/rusted RCC work such as fascia of roof slab, ceiling, chejjas, columns, beams etc upto required thickness with 'Ready Mix Reinforced acrylic fibre' cementitious mortar material (micro concrete) after cleaning & removing loose particles, grease, oil or other materilas, applying 'epoxy zinc primer' over cleaned reinforced steel and providing a steel reinforcement cage covered with fibre mesh all as per manufacturer's instructions and finished the surfaces fair and smooth for building upto (G+2) stories including necessary scaffolding complete all as specified. Make : M/s Dr Fixit (Pidilite), Fosroc, Berger Paints or equivalent
Taking down rain water pipe and sewage pipe of any size of pattern including all fittings, heads, shoes, bends etc.
S&F 110mm dia bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer in charge
S&F 110mm dia bore PVC (SWR) pipes single socketed in any length with rubber ring jointslaid in trenches or floors complete all as specified and directed by Engineer in charge
S&F 75mm dia bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer in charge
S&F 110mm dia bore PVC (SWR) junction single, (Single 'T') equal or unequal with access door complete all as specified and directed by Engineer in charge
S&F 75mm dia bore PVC (SWR) junction single, (Single 'T') equal or unequal with access door complete all as specified and directed by Engineer in charge
S&F 75mm dia bore PVC (SWR) branch pipe single (Single Y) equal or unequal with access door complete all as specified and directed by Engineer in charge
S&F 75mm dia bore PVC (SWR) bends any radius complete all as specified and directed by Engineer in charge
S&F 110mm dia bore PVC (SWR) bends any radius complete all as specified and directed by Engineer in charge
S&F 110mm dia bore PVC (SWR) vent cowl complete all as specified and directed by Engineer in charge
S&F 75mm dia bore PVC (SWR) vent cowl complete all as specified and directed by Engineer in charge
Taking down existing roof teratment of any description of any thickness and removing the debris to a distance exc 500 mtr but not exc1000 mtr complete all as specified and directed by Engineer in charge
Removing of debries any description obtained from demolition beyond the lead included in the rates including loading unloading to a distance exceeding 500 mtr and not exc 1000 mtr complete all as specified and directed
M&L for one coat of Aluminium paint applied @ 100ml/Sqm on top layer of roof treatment complete all as specified and directed by Engineer in charge
M&L Brick work with flyash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified as directed.
S VENKATESAN
Sri Sankar Enterprises
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