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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹27.8 LAccepted-AOC FLAT NO 202 GANGOTRI PARADISE VINAYAKA NAGAR VUDA COLONY GAJUWAKA VISAKHAPATNAM 530 004 | VISAKHAPATANAM | ANDHRA PRADESH | 530004 | ₹27.8 L Quoted ₹29.7 L | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER |
| 2 | 2₹35.7 L+₹6.0 L (20.1%)Rejected-Finance | ₹35.7 L+₹6.0 L (20.1%) | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 3 | 3₹36.1 L+₹6.4 L (21.6%)Rejected-Finance | ₹36.1 L+₹6.4 L (21.6%) | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| 4 | 4₹40.7 L+₹11.0 L (36.9%)Rejected-Finance | ₹40.7 L+₹11.0 L (36.9%) | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
Tender Value
₹49.9 L
EMD Value
₹99,800
Closing Date
22 Jul 2021, 6:00 pmClosed
GARRISON ENGINEER NAVAL BASE
GARRISON ENGINEER (NAVAL BASE), NAUSENABAUGH, GANDHIGRAM POST 530005
REPAIR REPLACEMENT CLEANING OF SEWAGE LINE MANHOLES CULVERTS COVERED DRAINS SEPTIC TANK AND SOAKAGE WELLS ETC AND REPAIR REPLACEMENT OF GATES CHAIN LINK FENCING BARBED WIRE FENCING CONCERTINA COIL COMPOUND WALL FOOT PATH CULVERTS DRAIN AND CONNECTED
2021_MES_450216_1
C/8885/E8 / Token 14 of 2021-22
Open Tender
Civil Works
Item Rate
270 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹99,800
Yes
23 Sept 2021
10 Jun 2021
24 Jul 2021
10 Jun 2021
22 Jul 2021
24 Jun 2021
Amount
Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc and getting out in soft/loose soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed.
Removing excavated soils exc 1.5 Km but n. exc 15 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed.
Dismantling 100mm bore, cast iron or reinforced concrete drain pipes jointed in cement mortar and taking out of trenches if required and as directed.
Dismantling 75mm bore, cast iron or reinforced concrete drain pipes jointed in cement mortar and taking out of trenches if required and as directed.
M & L for 100mm bore, Cast iron, sand cast soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed.
M & L for 75mm bore, Cast iron, sand cast soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed.
M & L for 100mm bore, Cast iron, sand cast soil, waste and vent pipes in any length with or without ears, with cement joints, fixed to walls etc with all fixing accessories complete all as specified and directed.
M & L for 75mm bore, Cast iron, sand cast soil, waste and vent pipes in any length with or without ears, with cement joints, with cement joints, fixed to walls etc with all fixing accessories complete all as specified and directed.
M & L for 110mm bore, cast iron Bends (any radius) with oval access doors complete all as specified and directed.
M & L for 75mm bore, cast iron Bends (any radius) with oval access doors complete all as specified and directed.
Dismantling PVC drain pipes etc upto 110mm bore, with fittings jointed in cement mortar and taking out of trenches, floor or walls if required complete all as specified and directed.
Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed
S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints fixed to wall, etc with all necessary fixing arrangement complete all as specified and directed.
S & F 75 mm bore, PVC (SWR), Soil, waste and vent pipes, single socketed in any length with rubber ring joints fixed to walls, etc complete all as specified and directed.
S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, etc complete all as specified and directed.
S & F 110 mm bore, PVC (SWR) bends of any radius complete all as specified and directed.
S & F 75 mm bore, PVC (SWR) bends of any radius with oval access door complete all as specified and directed.
S & F 110mm bore, PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed.
S & F 75 mm bore, PVC (SWR) bends of any radius complete all as specified and directed.
S & F 75mm bore, PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed.
M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 100 mm bore of pipe complete all as specifieed and directed.
M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 150 mm bore of pipe complete all as specifieed and directed.
M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 200 mm bore of pipe complete all as specifieed and directed.
Cleaning of sewage lines 150 mm bore by rodding from Man holes to enable the sewage to flow freely to the next manholes, inluding disposing off sludge and other materials obtained from the sewage line to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge.
Cleaning of sewage lines 200 mm bore by rodding from Man holes to enable the sewage to flow freely to the next manholes, inluding disposing off sludge and other materials obtained from the sewage line to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge.
M & L for salt glazed stone ware gully traps, square or round mounted, type "P" of size 150 x 150 mm setting and jointing in cement mortar (1:1) including taking down/out existing one complete all as specified abnd as directed.
Demolition and breaking 150mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance outside MD land complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately)
Demolition and breaking 200mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance outside MD land complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately)
M & L for Salt glazed stone ware drain pipes 150 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and directed.
M & L for Salt glazed stone ware drain pipes 200 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and directed.
M & L Reinforced concrete pipes, class NP2, 150 mm bore, laid and jointed with collars complete all as specified and as directed.
M & L Reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and as directed.
M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore SGSW/RCC drain pipes complete all as specified and directed .
M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200 mm bore SGSW/RCC drain pipes complete all as specified and directed .
Demolition of reinforced cement concrete in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) and removing rubbish to outside MD land complete all as specified and directed.
M & L for Precast Reinforced Cement Concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab (For manhole etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary form, moulds, etc complete all as specified and directed by the Engr-in-Charge. (Note : Reinforcement shall be measured and paid separately)
S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend 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 0.9 mm dia or securing with clips quality complete all as specified and directed.
Opening the cover and cleaning of septic tanks, sumps, manholes etc of any capacity, dewatering foul water and taking out night soil, excreta, sludge, etc by pumping properly and removing and carrying the same to a distance upto outside MD land, burried underground (minimum 30 cm below ground level) including necessary excavation and earthwork in soft/loose soil for pits, returning, filling in including sprinkling bleaching powder @ not less than 0.75 Kg/Sqm and dressing of surplus soil around to slope as required including refixing the cover in position and cleaning the eitre area and making good damaged portion (if any) complete all as specified and directed. (Note : (i) Depth of sludge shall only be measured for volume. (ii): The cleaning work shall be carried out by Honey sucker tanker or similar transporter.)
Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc stacking the serviceable bricks after removing mortar and cleaning for re-use and disposal of debris and rubbish to a distance n.exc 100m as directed by the Engr-in-Charge.
M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 as in retaining walls, abutments and similar work complete all as specified and directed.
All as per serial item No. 42 above but except stone complete ditto. (Note: Old serviceable stones as obtained from serial item No.41 Above shall be re-used under this item after cleaning etc)
M & L for Brick work with fly ash, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 using old size brick complete all as specified and directed.
Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water and removing rubbish to outside MD land complete all as specified and directed
M & L for rendering 15 mm thick in two coats (10mm+5mm each) on fair faces of brick work or concrete surfaces in cement mortar 1:4, mixed with integral water proofing compound with weight of cement in top layer as per manufacturer's instructions and finished the surface even and fair without using extra cement complete all as specified and directed. (Note : WPC shall be measured and paid separately against respective item).
Supply only integral water proofing compound (ISI marked) complete all as specified and directed.
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, Hammer dressing with maximum depression on face from straight edge held against the dressed surface of lime or trap stone n exc 20mm complete all as specified and directed.
M & L for rendering 15 mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished the surfaces even and fair without using extra cement complete all as specified and directed.
M & L for Plain cement concrete 1:2:4, type B-0, (using 12.5 mm graded stone aggregate) as in benching, coping, etc incuding necessary form works etc complete all as specified and directed.
M & L for salt glazed stone ware gully traps, square or round mounted, type "P" of size 180 x 150 mm setting and jointing in cement mortar (1:1) including taking down/out existing one complete all as specified abnd as directed.
M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed.
Dismantling of plain or corrugated steel sheeting, any gauge, thickness, in roof covering including ridges and keeping serviceable sheets in safe custody for reuse in the work complete as directed.
S & F Pre-Painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as per manufacturer's instruction complete all as specified and directed.
Demolition of cement concrete (unreinforced) in any position exceeding 15 cm thickness above ground floor, etc and removing rubbish upto outside MD land complete all as specified and directed.
M & L for Plain cement concrete 1:2:4, type B-1, (using 20 mm graded stone aggregate) in 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, cast in situ including necessary form work complete all as specified and directed.
Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
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 n. exc 25cm, watering and removing surplus soil to a distance n. exc 50m and making good surface in soft/loose soil complete all as specified and directed.
M & L for Mild Steel Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 ® complete all as specified and directed.
M & L for Mild steel 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, portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc. and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.
Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar and removing rubbish upto a distance outside MD land complete all as directed by the Engr-in-Charge.
M & L for granite stone slab (of any type) work (table rubbed or polished) as in floor, 18 to 20 mm 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 15 mm thick screed bed in cement mortor 1:6 & cutting, polishing complete all as specified and directed.
S & F in repairs for Precast reinforced cement concrete 1:2:4, type B-0 (using 12.5mm graded stone aggregate) louvres and jallies, 40mm thick including all mouldings and set in cement mortar 1:6 complete all as specified and directed.
Dismantling fencing wire mesh, any type complete complete all as specified and directed.
Supply only chain link MS galvanisd fencing, any size or type complete all as specified and directed
Supply only chain link MS galvanisd fencing made of 5.5mm dia wire with and including PVC coating of 1.3mm thickness and mesh size 50mm x 50mm complete all as specified and directed
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed
S & F in repair Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings 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. as directed (each line wire to be measured) complete all as specified and as directed.
S & F mild steel bands, straps, supports or stays of rain water, ventilating pipes including bolts, hooks (stay) for large gates, hook and pintel hinges, clamps, hold fasts, wall ties, flat iron fillets for securing wire mesh, wind tie, fan hook and similar work including necessary drilling bolting or riveting etc conforming to Fe – 290 Gde E – 165 complete all as specified and as directed.
M & L for mild steel round bar 10mm dia and over cut into length, bend to shape required including cranking bending spirally for hoping as in tie bar for fixing chain link fencing complete all as specified and directed.
S & F Mild steel screw bolts of 5 to 10 mm dia of neck (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, n exc 5cm long complete all as specified and directed.
M & L for Preparation of new steel surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coats of black japan paint over a coat of red oxide, zinc chrome primer complete all as specified and directed.
M & L for Preparation of new steel surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide, zine chrome primer complete all as specified and directed.
S & F in repairs Rust Proof Consec Zal Super Razor punched barb tape (SRPBT) Aluminium base Helix coil with and including necessary GI fixing clips for securing complete all as specified and directed with the following specifications: (i) Dia of coil (unstretched) - 610mm (ii) No of Spiral - 6 Spirals per RM (iii) Weight of each coil with hassian pack - 8.5 Kg ( +0.5) (iv) Central Core wire - made from 2.6 ( +0.5)mm dia GI High Tensile wire as per IS-4454 galvanised as per IS-2629 (v) Razor punched strip - Razor punched tape is CONSEC ZAL Steel comprising of Aluminium base with Zinc alloy @ 150 gm/Sqm conforiming to ASTM A-792/A-792M with additional primer treatment of Epoxy/polyurthene & final paint top coat of Caulifield green shade (BSL 139) by Hot Dipping process and Barb Tape length - 23.50mm, Barb Width - 18.6mm, Barb Spacing - 36.00 mm and Centre width - 7.4mm (Note : After stretching the coil, the length of the compound wall on which it has been stretched shall be considered for measurement.)
M & L for preparation of new or previously untreated steel surfaces of any description, n.exc 10 cm width or girth when unconnected with other painting or when painted in different tint and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer complete all as specified and directed.
Demolition of un-reinforced cement concrete in ground floors and pavings n.exc 15cm thickness, (Below or above Ground level) and disposal of debris and rubbish to a distance upto outside MD land complete all as directed by the Engr-in-Charge
M & L for 75 mm thick, plain cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in sub base/flooring etc, finishing cement concrete surface even and fair without using extra cement complete all as specified and directed.
M & L for designer Chequered cement concrete tiles of size 30cm x 30cm x 23-25mm thick, as in floors etc, including 20 mm thick screed bed in cement mortar 1:6 and set & jointed in neat cement slurry and pointed in grey cement and pigments to match with the shade of tiles complete all as specified and directed.
M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed.
M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and directed.
Cleaning/de-silting of lose mud, rubish etc from covered drain bed after removing and re-placing in its existing poistion of covers including uprooting of vegetation growth thoroughly and wire brushing including flushing with water so as to achieve smoth flow of water in drain of bed width upto 60 cm (soil mud upto 10cm depth and removing rubish outside MD land and depositing in low laying area complete directed by the Engr-in-Charge.
M & L for Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in surface channel, drains etc complete all as specified and directed.
Extra for forming fair finished to concrete surface of drain 30cm inner girth in cement including forms, mould, mitred/stopped etc complete all as specified and as directed.
Add or deduct for each 25mm girth or part thereof over or under 30cm including form mould, mitred/stopped etc. complete all as specified and as directed.
M & L for Brickwork with fly ash bricks or brick tiles in brick-on-edge walls (less than ½ brick thick),built in cement mortar 1:6 using old size brick complete all as specified and directed.
M & L for brick work with fly ash bricks, straight or curved on plan to any radius, built in cement mortar 1:4 as in half brick thick walls using old size brick complete all as specified and directed.
Surface dressing n.exc 15 cm deep as in soft/loose soil including removal of rubish upto a distance of 50m outside the periphery of the area cleared complete all as specified and directed.
M & L for Cutting holes into or through brick walls built in cement mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required of superficial area exc 400 sq.cm but n.exc 0.10 Sqm complete all as specified and directed.
Cleaning of blocked Floor/nahani trap in bathroom/kitchen/wash basin etc and soil waste pipe of any dia upto gully traps by using rubber hand pump or rodding and opening the eye and making the line clear for smooth function complete all as specified and directed.
Cleaning of blocked EWC/IWC by using rubber hand pump and opening the eye and making the line clear for smooth function complete all as specified and directed.
Cleaning of blocked gully traps and waste pipes of any dia upto first manhole by removijng the deposited sludge or any blockage and flushing out with water complete all as specified and directed.
THE VENKATESWARA SUPPLIERS
SREE VSM ENGINEERING
KALPANA INFRA PROJECTS
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