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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹32.1 LAccepted-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | 1 | Accepted-AOC Being lowest and reasonable | |
| 2 | 2₹34.9 L+₹17,375.60 (0.50%)Rejected-AOC DOOR NO 10 89 BC COLONY PAPAYYARAJUPALEM SUJATHANAGAR VISAKHAPATNAM 530 051 | VISAKHAPATANAM | ANDHRA PRADESH | 530051 | 2 | Rejected-AOC Not being L1 | |
| 3 | 3₹36.3 L+₹1.6 L (4.59%)Rejected-AOC 24 85 7 SANATH NAGAR GAJUWAKA VISAKHAPATNAM 530 026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | 3 | Rejected-AOC Not being L1 | |
| 4 | 4₹36.8 L+₹2.1 L (6.01%)Rejected-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | BAPATLA | ANDHRA PRADESH | 504214 | 4 | Rejected-AOC Not being L1 | |
| 5 | 5₹37.6 L+₹2.9 L (8.43%)Rejected-AOC | 5 | Rejected-AOC Not being L1 |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
28 Dec 2022, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
REPAIRS TO DRAINS, COMPOUND WALL AND FOOTHPATH UNDER AGE BR II OF GE ND VISAKHAPATNAM
2022_MES_567788_1
8232GEND
Open Tender
Civil Works
Item Rate
240 days
Visakhapatnam
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE ND VIZAG
₹94,000
3 Mar 2023
7 Dec 2022
2 Jan 2023
7 Dec 2022
28 Dec 2022
21 Dec 2022
Amount
The rates quoted by the tenderer shall deemed to be inclusive for the following provisions in addition to the other conditions specified in the tender documents. No claim whatsoever shall be entertained at a later date on this account:- [i] The repairs shall be done by skilled workmen in the relevant field to the entire satisfaction of Engineer-in-Charge. The contractor shall engage sufficient manpower for the entire period so that progress of work shall not be hampered due to non availability of labour at any time. [ii] The contractor on getting information through Site order / Works diary regarding the nature of repair to be carried out, he shall immediately respond to the same and make all out efforts to carry out the same on priority within 48 hours. In case of any delay in responding / attending the repairs within 48 hours, the GE may at his absolute discretion impose penalty on the contractor at Rs. 100/- per day per each work ordered upto 05(Five) days and Rs. 200/- per day thereafter till completion of the work in case of delay without valid reasons as decided by GE. [iii] Further, the above penalty is applicable even for the multiple locations of work at the same period. It is the responsibility of contractor to make suitable arrangements for attending the repairs simultaneously at all the places. [iv] The decision of the GE as to whether a particular repair has been attended or not on a particular day will be final and binding. The above penalty shall be in addition to the provisions made in clause 50 of IAFW-2249 i.e (Compensation for delay in completion of work).
M&L for brick work with fly ash bricks straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 including demolition of old brickwork complete all as specified and directed.
M&L for random rubble masonry work brought up to course solidly hearted in cm (1:6) ncluding demolition of old stone masonary work complete all as specified and directed
M&L for cement concrete 1:3:6 type C-1 using 20 mm graded crushed stone aggregate for fixing hold fast, coping, cills and filling in pressed steel door frames including necessary form work and finishing the surfaces to match with existing, complete all as specified and directed.
M&L extra forming fair finish to drain or channel surface not exceeding 30cm inner girth in cement concrete with using extra cement complete all as specified and directed.
Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded crushed granite stone aggregate) in foundations, filling and mass concrete ncluding demolition of old brickwork complete all as specified and directed.
S&F PVC (SWR) pipes single socketed in any length 75mm bore for weep holes complete all as specified and directed.
M&L for rendering 15mm thick on stone masonry surfaces or surfaces other than fair faces of brick work or on one side of lathing in cement mortar 1:4 and finished even and smooth without using extra cement complete all as specified and directed
M&L for rendering 15 mm thick on fair faces of brick or concrete the surface even and smooth without using extra cement in CM (1:4) Mixed with water proofing compound @ 3% of weight of cement including taking down of old plaster including raking out joints for key and srubbing down with water etc complete all as specified and directed. Note :Water proofing compound shall be measured and paid separately)
Supply only integral water proofing compound of approved quality complete all as specified and directed.
M&L precast cement concrete 1:2:4 type B1 using 20mm graded crushed stone agregate including necessary form work as in manholes cover slab etc set in cement mortar 1:4 including demolition of old existing RCC slabs complete all as specified and as directed.
Formwork to to sides of Square or rectangular pillars, posts, struts, columns ,stanchions and similar work for fair finished surfaces of concrete flat complete all as specified and directed.
M&L M-30 Design Mix Reinforced Cement Concrete (using 20 mm graded crushed granite stone aggregate) 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 and directed.
M&L M-30 design Mix Reinforced Cement Concrete (using 20 mm graded crushed granite stone aggregate) in Columns, piers, posts and struts.complete all as specified and directed.
M&L Mild steel TMT bars 10 mm dia and over,cut to length, bent to shape required including cranking, bending spirally for hooping for columns , hooking ends & binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed.
M&L for mild steel bars (TMT bars) 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending , hooking ends & binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed.
S&F framed work such as grills, gratings, etc with ends of bars shouldered and/or revited, or forged into spikes; framed guard bars; barred iron doors; gates, ladders; framed balusters; walk ways; railings; framework of water tanks and similar work confirming to Fe.290 Gde-E-165 including dismantling of old wrought iron or mild steel work complete all as specified and directed.
S & F Mild steel work in hand rails, wind ties, posts and struts in fencing screwed or welded to shape as directed, including all necessary drilling, bolting or riverting etc., and similar work confirming to Fe 410 - O or Fe 310 - O including dismantling of old mild steel work in posts and similar work complete all as specified and directed.
M&L for Mild steel screw bolts of 11 to 15 mm dia (machine 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 and one hexagonal or square nut, exceeding 10cm and not exceeding 15cm long complete all as specified and directed.
M&L for Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer by using auto roller or airless sprayer machine complete all as specified and directed .
S & F in repairs Galvanized, 2 strand, steel barbed wire with 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc., including dismantling old fencing wire complete all as specified and directed. [Each line wire to be measured.]
S&F in repairs concertina coil fencing with punched tape concertina coil made from high tensile spring steel ,high carbon wire confirming to IS-4454 Part-I of grade -SM duly hot dipped galvanised 600 mm dia, over 10m openable length with galvanised coating and punched tape material as per IS-513 having 50 Nos rounds per 6m length (before stretching ) having medium barbs (barb length 24+1mm or 24-1 mm ,pitch between two barbs 35+1 mm) spring core wire (2.5mm thick) of high tensile strength of 165kg/sqmm with tape (0.52mm thick) and weight 43.478 gramsm / m and fixing to Y or trapezoidal shaped angle iron bracket placed at 2m to 3m apart with 6/9 horizontal RBT (reinforced barbed tape ) wire stud tied with GI staples and GI Clips to retain horizontal ,including necessary bolts and coating with Px compound (anti rust ) including dismantling of old concertina coil complete all as specified and as directed. [Note: After stretching the coil the length of the compound wall or the straight length on which it has been strectched shall be measured as straight length for payment]
Excavating in post holes (or similar holes) each not exceeding 0.5 cu.m, getting out in hard rock/concrete, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed.
S&F PVC coated Chain link MS Galvanised Fencing Mesh of size 100mm x 100mm, 4mm dia wire with minimum 1mm thick PVC coating and of weight not less than 4.5 Kgs/Sqm, including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc, including provision of binding wire including dismantling of old chain link fencing any type and size complete all as specified and as directed.
M&L for Mild steel Round bars 10 mm dia and over cut to length, bent to shape required as in line wiring , including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed
Preparing new platered surfaces of walls by using vaccume based hand held or long handle sander machine and cleaning the surfaces by using Jet washer and applying two coats of cement based paint over a coat of cement based primer by using auto roller or airless sprayer machine complete all as specified and directed .
Preparing new plastered surfaces of walls by using vaccume based hand held or long handle sander machine and applying Three coats of white wash by using auto roller complete all as specified and directed .
M&L for 100 mm thick Cement concrete type C-2, 1:3:6 (using 40 mm graded crushed granite stone aggregate) as in flooring /hard standing finishing the concrete surface even and smooth without using extra cement including demolition of old concrete complete all as specified and directed.
M&L for 30 cm x 30 cm x 22 mm to 25mm thick Chequered cement concrete tiles in flooring, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade over and including 15mm thick Cement mortar (1:6) screed bed or bedding layer of mortar for laying floor tiles including dismantling of old tiles complete all as specified and as directed.
M&L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigments complete over and including replacement of 50 mm thick sand filling with natural river sand under floors or in foundations including watering and consolidation including demolition of old paver blocks and sand complete all as specified and directed.
M&L for 20mm thick Granite work (table rubbed and polished) in decorative shelves, steps, pillars, jambs, cooking platforms, stages, etc with chemfering of edge and like inn CM 1:4 including pointing in white cement (1:2) using marble dust with mixture of pigment to match with shade of granite including grinding & mirror polishing with over and including 15mm thick screed bed or bedding layer in CM(1:6) complete all as specified and directed.
M&L, 300mm bore reinforced concrete pipes, class NP3, laid and jointed complete with collars including demolition of old pipes complete all as specified and as directed.
M/s KAMADHENU ENGINEERING CONSTRUCTIONS
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SSV CONSTRUCTIONS
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M/s.G.KRISHNA RAO
ALLURI CONSTRUCTIONS
SREE VIGNESWARA CONSTRUCTIONS
JPR INFRATECH
K NAGARAJU
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