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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹20.7 L+₹1.2 L (6.16%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹20.9 L+₹1.5 L (7.58%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹22.9 L+₹3.4 L (17.6%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
26 Oct 2022, 6:00 pmClosed
Shri Kislay Kishore, IDSE
GE (AFA) Hyderabad Pin- 500043
REPAIR MAINTENANCE OF SMALL ARMS RANGE BUTT 1 and 2 TRAINING RANGES AND CLEANING OF SEPTIC TANKS MANHOLES AND SEWAGE LINE MANUALLY OR MECHANICAL MEAN IN TECH AND ADM AREA IN AFA HYDERABAD
2022_MES_554337_1
8291/E8
Open Tender
Civil Works
Item Rate
330 days
GE (AFA) Hyderabad
As per tender docuements
4 documents required · 4 mandatory
₹500
GE (AFA) Hyderabad
₹50,000
Yes
16 Dec 2022
26 Sept 2022
28 Oct 2022
26 Sept 2022
26 Oct 2022
11 Oct 2022
26 Sept 2022 - 10 Oct 2022
Amount
Excavation over areas in soft/loose soil materials to a depth not exceeding 1.5 mtr complete all as specified and directed
M & L for screening of excavated material on site of the work (Material obtained from Item No.1) all as directed Note:- Shells retained during screening shall be deposited with C Adm O's office of AFA
Labour only for laying of screened material over the sloped portion of the shooting butt complete all as directed. Note:- Material/ Sand obtained from item No.2 shall be laid.
Removing excavated material (retained material from item No 2) to a distance exc1.5km and n exc 5 Km and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed
Supply only fine river sand duly screened all as approved and directed by Engr-in-Charge. as approved by Engr-in-Charge
Supply only saw dust as approved by Engr-in-Charge
Labour only for mixing of sand and saw dust in equal proportions and laying the same over the sloped portion of shooting butt all as directed.
M & L for preparing old plastered or unplastered surfaces on walls/ceiling including cornices and applying one coat of white wash all as specified and directed.
Cleaning of sewage lines 100 mm dia by Rodding or by mechanical equipment and taking out sludge and water complete through manholes and disposing off sludge and waste water etc by depositing the same to be buried in ground incl necessary earthwork and making good at a distance upto 500 mtrs from the manholes but away from wells/water storage tanks and including necessary site clearance cutting of bushes/vegetation where required complete all as directed by Engr-in-Charge.
All as per Sl item No 9 above but for 150/200 mm dia pipes
All as per Sl item No 9 above but for 300mm dia pipes
Cleaning of manholes of depth n.exc 1.5mtrs including bailing /pumping out sludge , waste water etc complete and disposing them by depositing the same to be buried in ground incl necessary earthwork and making good at a distance upto 500 mtrs from the manholes , but away from wells / water storage tanks including refixing of manhole covers properly complete all as directed at site and as specified
All as per Sl item No.12 above but for depth exc 1.5 mtrs but n.exc 3.00 mtr all as directed.
All as per Sl item No.12 above but for depth exc 3.0 mtrs but n.exc 4.50 mtr all as directed.
Cleaning of septic tank 25 users capacity by pumping out /bailing out sludge complete all as directed at site and making it free from any residule waste ( solid/liquid whatsoever) and disposing off sludge and waste water etc by depositing the same to be buried in ground including necessary earth work and making good or removing the same and disposing outside MD land all as directed at site and as specified.
All as per item No. 15 above but 50 users capacity all as directed.
Cleaning gully traps and removing any type of blockage and removing all rubbish obtained during cleaning away from the premises all as directed
Cleaning IWC/EWC traps and removing any type of blockage and removing all rubbish obtained during cleaning away from the premises all as directed
Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) including plinth potection and removing the debris to a distance exc 1.5km and n.exc 5km and depositing to a level n.exc. 1.5m from the starting point all as directed.
M&L 75 mm thick PCC 1:3:6 type C2 (using 40mm graded stone aggregates) as in plinth protection and in path, surface to be finished even and smooth without using extra cement. all as specified and directed
M&L for Precast reinforced cement concrete type B-1, 1:2:4 type B1 (using 20 mm graded stone aggregate) as in cover slabs (for manholes) set in cement mortar 1:6 including demolition/ taking up of old RCC covers n.exc 15cm thickness and removing the debris to a distance exc 1.5 km and n. exc 5km.complete all as specified and directed
M & L Mild steel TMT bars 6 mm to 8mm dia and over,cut to length, bent 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 0.9mmdia or securing with clips complete all as specified and directed
Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth and getting out in hard /dense soil for foundation, laying pipes etc all as specified and directed
All as per item No 23 above but depth exceeding 1.50m and not exc.3.0m depth all as specified and directed
All as per item No.23 above but depth exceeding 3.0m and not exc.4.5m depth all as specified and directed
Returning filing in, including spreading, levelling, watering and well ramming in layers not exc 25cm thick all as specified and directed
Removing excavated material (soil) to a distance exc 1.5 km and n. exc 5.0Km and depositing where directed at a level n.exc 1.5m above starting point all as specified and directed
M&L 100mm (internal dia of pipe) reinforced concrete pipes, class NP2, laid and jointed complete with coller in trenches including demolition of old drain pipe of any description including PCC beddingg/Haunching if any and removing debris to a distance exc 1.5 km and n. exc 5km and deposting to a level n.exc 1.5m from the starting point complete all as specified and as directed by Engr-in-Charge.
M&L 150mm (internal dia of pipe) reinforced concrete pipes, class NP2, laid and jointed complete with coller in trenches including demolition of old drain pipe of any description including PCC beddingg/Haunching if any and removing debris to a distance exc 1.5 km and n. exc 5km and deposting to a level n.exc 1.5m from the starting point complete all as specified and as directed by Engr-in-Charge.
M&L 200mm (internal dia of pipe) reinforced concrete pipes, class NP2, laid and jointed complete with coller in trenches including demolition of old drain pipe of any description including PCC beddingg/Haunching if any and removing debris to a distance exc 1.5 km and n. exc 5km and deposting to a level n.exc 1.5m from the starting point complete all as specified and as directed by Engr-in-Charge.
M&L 300mm (internal dia of pipe) reinforced concrete pipes, class NP2, laid and jointed complete with coller in trenches including demolition of old drain pipe of any description including PCC beddingg/Haunching if any and removing debris to a distance exc 1.5 km and n. exc 5km and deposting to a level n.exc 1.5m from the starting pointcomplete all as specified and as directed by Engr-in-Charge.
M & L cement concrete 1:3:6 type C2 concrete bed to drain pipes of dia 100/110 mm packing under and hainching against the side of pipe after they are laid and tested all as specified and as directed by Engr-in-Charge.
M & L cement concrete 1:3:6 type C2 concrete bed to drain pipes of dia 150mm packing under and hainching against the side of pipe after they are laid and tested all as specified and as directed by Engr-in-Charge.
M & L cement concrete 1:3:6 type C2 concrete bed to drain pipes of dia 200mm packing under and hainching against the side of pipe after they are laid and tested all as specified and as directed by Engr-in-Charge.
M & L cement concrete 1:3:6 type C2 concrete bed to drain pipes of dia 300 mm packing under and haunching against the side of pipe after they are laid and tested all as specified and as directed by Engr-in-Charge.
M&L for providing Cement concrete 1:2:4, type B-1 mix using 20 mm graded aggregate as in cills, coping, benching/channels including necessary form work, weathering, slightly rounded or chamfered angles and throuating complete all as specified and as directed.
S&F PVC (SWR) pipes type 'B' 110 mm bore single socketted in any length fixed on walls/laid in trenches including demolition of old pipes of any description complete all as specified and directed
S&F PVC (SWR) pipes type 'B' 75 mm bore single socketted in any length fixed on walls/laid in trenches including demolition of old pipes of any description complete all as specified and directed
S&F PVC (SWR) pipes 40 mm bore single socketted in any length fixed on walls/laid in trenches including demolition of old pipes of any description complete all as specified and directed
S&F in repairs PVC (SWR) bends suitable for 110mm bore pipe all as specified and directed
S&F in repairs PVC (SWR) bends suitable for 75mm bore pipe all as specified and directed
S&F in repairs PVC (SWR) bends suitable for 40mm bore pipe all as specified and directed
S&F in repairs PVC (SWR) Tee suitable for 40mm bore pipe all as specified and directed
S&F in repairs PVC (SWR) bends any radius with access door suitable for 75mm bore pipe all as specified and directed
S&F in repairs PVC (SWR) floor trap, 75mm dia plain with grating including jointing with solvent cement etc complete all as specified and directed
S&F in repairs PVC (SWR) gully trap 110 mm, setting and jointing with solvent cement all as specified and directed
Dismantling structural steel work including doors, gates, MS Flats used as in wind tie etc but excluding framed truss etc all as specified and directed
M & L for framed work using structural steel as in manhole covers and frames of r-e 290 (Gde E-165) complete all as specified and directed
M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide zinc crome primer of any description, over 10cm in width or girth, not otherwise described complete all as specified and as directed.
M & L for PCC 1:4:8, type D2 (using 40mm graded stone aggregate) as in foundation, filling, mass concrete and sub base as in floors etc., complete all as specified and directed.
Demolition of brick work or stone boulder masonry, built in cement mortar including all quoins, arches, pillars, etc and removing unservice debris to distance exc 1.5 km and n. exc 5km and deposting to a level n.exc 1.5m from the starting point as directed by Engr-in-Charge.
Taking down cement plaster on brick or stone walls, etc including raking out joints, hacking for key scrubbing down with water , etc and removing rubbish off the premises complete.
M&L for pre-cast cement concrete block masonry of (1:3:6)Type C1 (using 20mm graded stone aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar (1:4) complete all as specified and directed
M&L rendering 15 mm thick in cement mortor (1:4) on fair faces of brickwork or concrete surfaces finished even and smooth without using extra cement all as specified and directed
S & F in repairs PVC pipes 32 mm bore,High density polyethylene pipes (HDPE) of pressure rating 6 kgf/cm2 fixed complete to walls, ceilings or in floors etc all as specified and directed.
S & F 110 mm PVC (SWR) 'P' Trap fixed in repair all as specified and directed
Cutting into existing man hole for connection new drain pipe of size 100mm/150mm/200mm/300mm ,making good to walls and rendering ,cutting out existing branch, channel, and making good benching in cement concrete 1:2:4 type B1 and smooth finish, forming benching as required for any dia of pipe complete all as specified and as directed.
M/S NAVEEN BUILDERS
S J REDDY
GUTHIKONDA BROTHERS
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