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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | SRIKAKULAM | ANDHRA PRADESH | 532001 | L1 | Accepted-AOC Awarded being the lowest tenderer | |
| 2 | L2₹26.7 L+₹4.6 L (20.9%)Rejected-Finance SATYADEV RESIDENCY MIG 275 4TH FLOOR FLAT NO 1 BEHIND ABHAYA ANJANEYA SWAMY TEMPLE NORTH EXTENSION SEETHAMADHARA VISAKHAP 530 013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | L2 | Rejected-Finance Not L1 | |
| 3 | L3₹26.8 L+₹4.7 L (21.0%)Rejected-Finance | L3 | Rejected-Finance Not L1 | |
| 4 | L4₹32.5 L+₹10.4 L (47.0%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L4 | Rejected-Finance Not L1 | |
| 5 | L5₹36.2 L+₹14.1 L (63.6%)Rejected-Finance | L5 | Rejected-Finance Not L1 |
Tender Value
₹47.6 L
EMD Value
₹95,180
Closing Date
27 Jul 2020, 6:00 pmClosed
GE NAVAL BASE VISAKHAPATNAM
Garrison Engineer (Naval Base) Nausenabaugh Gandhigram PO Visakhapatnam 530 005
CERTAIN MISCELLANEOUS REPAIRS TO DRAINS FOOT PATH SECURITY WALL FENCING SEWAGE CLEANING INCLUDING DESILTING OF DRAINS AT NSB AREA UNDER GE NB VISAKHAPATNAM
2020_MES_358292_1
GE(NB)/VIZ/TOKEN 24 OF 2020-2021
Open Tender
Civil Works
Item Rate
270 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE NAVAL BASE VISAKHAPATNAM
₹95,180
Yes
14 Oct 2020
4 Jul 2020
29 Jul 2020
6 Jul 2020
27 Jul 2020
20 Jul 2020
Amount
Excavation in trenches, not exceeding 1.5 M wide and not exceeding 3 M depth for foundation, etc, and getting out in hard/ dense soil. complete all as specified and as directed, Note: taking out drain pipe shall be measured and paid separately
Demolition and breaking of 150 mm dia., drain pipes (Salt glazed ware, AC or reinforced concrete set in cement mortar, separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100 M and disposal of unserviceable materials, debris and rubbish to a distance not exceeding 100 M complete all as specified and as directed.
Demolition and breaking 200 mm dia., drain pipes (Salt glazed ware, AC or reinforced concrete set in cement mortar, separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100 M and disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 M complete all as specified and as directed.
PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 150 mm bore complete all as specified and as directed.
PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 200 mm bore complete all as specified and as directed.
Salt Glazed stone ware pipes , 150 mm dia grade "A", jointed with cement mortor , laid in trenches and including all fittings of same grade , complete all as specified and as directed.
Salt Glazed stone ware pipes , 200 mm dia grade "A", jointed with cement mortor , laid in trenches and including all fittings of same grade , , complete all as specified and as directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in hard soil complete all as specified and as directed.
Removing Excavated soil to a distance execeeding 1.50 km but not exceeding 5 KM and depositing where directed at a level not exceeding 1.50 m above the starting point complete all as specified and as directed.
Cleaning of Septic Tanks/ Sumps/ Man Holes etc by pumping out the sewage water completely removing the sludge and other materials by suitable means and removing all the materials obtained from the Septic Tank/man holes out side MD land and cleaning the complete area including making good any damages to the Septic Tank/ man holes complete all as required and as directed.
Cleaning of existing sewage lines of 150 mm dia by rodding with split bamboo/ cleaning rods so as to clean the line blockage and allow to flow effluent to the next man hole including pumping of sewage water wherever required complete all as directed.
Cleaning of existing sewage lines of 200 mm dia by rodding with split bamboo/ cleaning rods so as to clean the line blockage and allow to flow effluent to the next man hole including pumping of sewage water wherever required complete all as specified and as directed.
Cleaning of Existing manholes of internal area not exceeding 0.5 Sq M and any depth by removing silt debris, sludge deposits including bailing out sewage water by mechanical pump and depositing to a distance exceeding 1 km and not exceeding 1.5 Km complete all as specified and as directed.
Cleaning of Existing manholes of internal area exceeding 0.5 Sq M but not exe 1.50 sq.m and any depth by removing silt debris, sludge deposits including bailing out sewage water by mechanical pum and depositing to a distence exceeding 1km and not exceeding 1.5Km complete all as directed by enginner in charge
Cleaning the blockage gully trap / floor trap / nahani trap ( up to first manhole by rodding complete enable the sewage to flow freely to the next manhole removing the sludge and other materials from the manholes by suitable means and removing all the materials obtained from the manholes out side md land and clearitng the complete area incl making good any damages to the manholes , complete all as specified andirected
Desilting of Drains in any condition [including foul condition] with necessary dewatering and temporary diversion of drain water as required including disposal of spoil to outside MD land including removing and replacing cover slabs complete all as directed.
Removing the plants from the surfaces of the building with complete roots, applying recommended chemical to prevent further growth as directed, making good the disturbed surface with cement mortar 1:3 and applying the same surface finish of the existing surface and finished to match with the surrounding surfaces including removal of debris etc., out side the premises complete all as required and as directed at site.
Demolition of reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness, (Below or above ground level) separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100 M and disposal of unserviceable materials, debris and rubbish to a distance not exceeding 100 M as complete all specified and as directed.
Precast cement concrete 1:2:4, type B1 (Using 20 mm graded stone aggregate) in landings, bed plates, pintle blocks, anchorage blocks, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary form work , complete all as specified and as directed.
Mild steel deformed or TMT bars 8 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and as directed.
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 dia., of pipe complete all as specified and as directed.
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 dia., of pipe complete all as specified and as directed.
Demolition of un-reinforced Cement Concrete of any description and in any position not otherwise specifically provided for, separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100 M and disposal of unserviceable materials, debris and rubbish to a distance not exceeding 100 M complete all as specified and as directed.
Cement concrete type B2, 1:4:8 (using 40 mm graded stone aggregate) in foundation filling and mass concrete complete all as specified and as directed.
Forming contraction (Dummy) joint 30 mm deep x 10 mm wide filled with sealing compound grade "A", complete all as specified and as diretced.
30 mm thick PCC 1:2:4 type B1 (Using 20 mm graded granite stone aggregate) as in levelling course of floorings complete all as specified and as directed.
Chequered cement concrete tiles 300 x 300 mm, 25 mm thick, as in floor/path, set, jointed and pointed in neat cement slurry with grey cement and pigments, laid over and including 15 mm thick screed bed in CM(1:4) complete all as specified and as directed. Make: Ultra / Bansal / Nitco / Anjali / Multiwyn
23 mm thick M-25 Grade cement concrete precast hydraulically pressed interlocking tiles of approved colour and pattern set, jointed and pointed in neat cement slurry with grey cement and pigments, laid over and including 15 mm thick screed bed in CM (1:4) complete all as specified and as directed. Make: A-one tile/ Bansal /wonder crete/ Bharat pavers / NITCO/ Ultra Tiles Pvt Ltd / Mehtab Tiles
Sand filling under floors or in foundations below interlocking paver block path including watering and consolidation complete all as specified and as diretced.
Material and labour for machine pressed precast concrete coloured/multicoloured interlocking paverblock with glossy finish any shape and size confirming to IS-15658 of 2006 of 60 mm thickness,M-35 grade with grey cement and pigment complete all as specified and directed. Make: A-one tile/ Bansal /wonder crete/ Bharat pavers / NITCO/ Ultra Tiles Pvt Ltd / Mehtab Tiles
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed.
Mild Steel work confirming to Fe - 290, Grade E-165 as in 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 embedding in concrete and screwing etc, Wind Ties for roof including securing bolts, Posts and Struts in Fencing including cutting tops to shape as directed, bending to shape, notching for wire, drilling holes or as in flat iron fillets [for securing wire mesh and barbed wire etc] including all necessary drilling, bolting or riveting, etc and similar work complete all as specified and directed.
Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings
Pre-Painted Galvalume aluminum zinc coating GI based corrugated steel sheet 0.5 mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall fixed with self-tapping screws as specified and as directed. MAKE : M/s TATA BLUE SCOPE, M/s SAXENA MARINE TECH PVT LTD, M/s BUILD TECH / JINDAL
Galvanized, 2 strand, steel barbed wire 2.24 mm dia., barbed with 2 mm dia., barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanized mild steel pins etc., including taking down the existing wire complete as directed. Note : Each line of wire to be measured.
1050 mm dia punched tape concertina coil as per IS 4454 with galvanised coating and punched tape material as per IS-513 deep drawn quality with galvanising coating , having medium barbs (barb length: 24+1 mm , Pitch between two barbs 35+ 1mm) fixed in position and secured to both sides of shaped angle iron post , stretched to a length of 8 to 10m to achieve 1050mm dia as in fencing to steel post and to another coil /MS ribs including fixing with special galvanised fasterners such as 'J' clips , 'C' clips, U clips all as specified and as directed. Note : After stretching the coil, the length of the compound wall on which it has been stretched shall be considered for measurement.
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 con- forming to Fe.290.Gde-E-165 all as specified and as directed.
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 (ordinary tint) over a coat of red oxide zinc chrome primer. Make: M/s. Asian Paints [Apcolite], M/s. Berger Paints [Luxol], Jenson & Nicholson [Brolac] all are 1st quality.
M & L for broken glass coping on top of walls in cement mortar 1:3 complete all as specified and directed.
Preparing old surfaces of walls and applying one coat of cement based paint complete all as specified and as directed. (Note: Rate shall be included for necessary scaffolding and safety measures where required at site) Make: Snowcem Plus / Berger / Asian Paints [Gutucam] / Jotun India Pvt Ltd / Crimocem Super Cement Paints
Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc., separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100 M and disposal of unserviceable materials, debris and rubbish to a distance not exceeding 100 M complete all as specified and as directed.
Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed.
Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 but except stone complete all as specified and as directed.
Brick work with fly ash bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 complete all as specified and as directed.
Plain cement concrete, type B1, 1:2:4 (Using 20mm graded granite stone aggregate) cast in situ in bed blocks, copings and the like including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work.
Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc., including removal of rubbish off the premises, removal and depositing serviceable materials where directed and leaving the work clear of any plastering.
Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:3 and finished even and smooth without using extra cement including mixing of water proofing compound wherever required.
M&L for raised pointing to RR stone walling with CM 1:3 complete all as specified and as directed
Precast Reinforced Cement concrete Type B0 (Using 12.5 mm graded stone aggregate) in 50 mm thick Jallies or louvers including all mouldings complete and set in Cement Mortar 1:4 complete all as specified and as directed.
M & L for dismantling of RCC Jallies of any thickness and disposal of unserviceable materials, debris and rubbish out side MD Land complete all as specified and as directed.
M&L for Preparing old surfaces of walls by brooming down or by steel wire brushing , scrapping down smoke , soot , moulds, moss and efflorescent salts and trading oil and greasy Spots and applying one coat of white wash complete all as specified and as directed.
M&L for Preparing new plastered surfaces of walls by brooming down or by steel wire brushing , scrapping down smoke , soot , moulds, moss and efflorescent salts and trading oil and greasy Spots and applying two coat of white wash complete all as specified and as directed.
SRI VIJAYA LAKSHMI ENTERPRISES
AMBIKAA ENGINEERING
SRI LAXMI CONSTRUCTIONS
SUNIL KUMAR GIRI
N V S S K N SIVA PRASAD
SRI VENKATA SAI MANIKANTA CONSTRUCTIONS
MAHALAKSHMI CONSTRUCTIONS
VISWAS ENGINEERING WORKS
KEERTHI ENTERPRISES
Bidder Name
KEERTHI ENTERPRISES
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