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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹19.1 L+₹87,485 (4.80%)Rejected-AOC | L2 | Rejected-AOC Other than Lowest Bidder | |
| 3 | L3₹19.2 L+₹1.0 L (5.59%)Rejected-AOC | L3 | Rejected-AOC Other than Lowest Bidder | |
| 4 | L4₹19.7 L+₹1.5 L (7.99%)Rejected-AOC HNO 52B LAXMI PLACE PHASE II DEORI ROAD NEAR MOHANDEV SCHOOL UKHARA ROAD AGRA 282001 | AGRA | AGRA | UTTAR PRADESH | 282001 | L4 | Rejected-AOC Other than Lowest Bidder | |
| 5 | L5₹20.4 L+₹2.2 L (12.2%)Rejected-AOC | L5 | Rejected-AOC Other than Lowest Bidder |
Tender Value
₹25.4 L
EMD Value
₹50,800
Closing Date
25 Mar 2023, 6:00 pmClosed
GE (S) Jaipur
Garrison Engineer (South) Jaipur Military Engineer Services Kalyan Marg, Jaipur302006
SPL REPAIR OF SEWAGE LINE, SOAKAGE WELL, SEPTIC TANKS, MAN HOLES AND OVERHEAD TANKS AT P-450 TO P-455 MGs ENCLAVE AT HALDIGHATI LINE AREA IN ZONE-III AT JAIPUR MIL STN UNDER GE (S) JAIPUR
2023_MES_583263_1
GE (S)/J-78P OF 2022-23 8795/E8
Open Tender
Civil Works
Item Rate
180 days
Jaipur
D class and a (ii) category
9 documents required · 9 mandatory
₹500
Yes
GE (S) Jaipur
₹50,800
Yes
29 Apr 2023
27 Feb 2023
27 Mar 2023
27 Feb 2023
25 Mar 2023
13 Mar 2023
Amount
Excavating in trenches, n exc 1.5m wide & n exc 1.5m in depth; for foundation etc. n exc 10sq m on plan & n exc 1.5m in depth & getting out in soft/loose soil complete all as specified and as directed.
Ditto but depth exc. 1.50 m but n. exc. 3.00 m complete all as specified and as directed.
Removing excavated soil n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil complete all as specified and as directed.
Cutting into existing manholes for connecting new drains 150mm dia, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, & reforming benching as required complete all as specified and as directed.
Cutting into existing manholes for connecting new drains 200mm dia, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, & reforming benching as required complete all as specified and as directed.
Demolition and breaking up drain pipes salt glazed ware set in CM 150 mm bore pipe complete all as specified and as directed..
Demolition and breaking up drain pipes salt glazed ware set in CM 200 mm bore pipe complete all as specified and as directed..
M&L Concrete bed to 150mm dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:4:8) type D-1 using 20mm graded stone aggregate complete all as specified and as directed.
M&L Concrete bed to 200mm dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:4:8) type D-1 using 20mm graded stone aggregate complete all as specified and as directed.
S&F salt glazed stone ware drain pipes of 150mm bore, grade `A', ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified and as directed.
S&F salt glazed stone ware drain pipes of 200 mm bore, grade `A', ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified and as directed.
Cleaning and removing all scale & dirt, etc from water tanks of capacity 250 to 500 Ltrs and from mouths of circulating pipes etc. complete all as specified and as directed.
All as per item No 15 above but capacity of tank exc 500 ltrs but n.exc 1000 Ltrs. complete all as specified and as directed.
Dismantling of cast iron drain pipes of 100 mm bore including bends etc jointed in CM and taking out of the trenches ,if required complete all as specified and as directed.
Dismantling of cast iron drain pipes of 150 mm bore including bends etc jointed in CM and taking out of the trenches ,if required complete all as specified and as directed.
S&F UPVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls, Type 'B', ISI marked of 75mm bore complete all as specified and as directed.
S&F UPVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls, Type 'B', ISI marked of 110mm bore complete all as specified and as directed.
S&F PVC (SWR) bends any radius of 75mm bore complete all as specified and as directed.
S&F PVC (SWR) bends any radius of 110mm bore complete all as specified and as directed.
S&F UPVC (SWR) vent cowl of 110mm bore includign taking down old cowl. complete all as specified and as directed.
Dismantling, floor, hearth or wall tiling including CM(bedding (but not backing), removing serviceable tiles to store & rubbish off the premises complete all as specified and as directed.
M/L coloured Non skid ceramic tiles 7 to 8 mm thick (square/rectangular) area of Each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm , in floors etc set jointed in neat cement slurry and pointed in white or coloured cement match over and including 15 mm thick screed bed in CM(1:4) complete all as specified and as directed.
M/L coloured glazed ceramic tiles 300x450x6 mm thick on wall ,set and jointed in neat cement slurry and pointed with white /coloured cement to match over and including 10 mm thick plaster in CM(1:4) complete all as specified and as directed.
M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and as directed.
Taking down cement plaster including raking out joints, hacking for key scrubbing down with water etc built in CM complete all as specified and as directed.
Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed.
M&L for brick work with subclass 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 complete all as specified and as directed.
All as per item no 30 but except brick complete all as specified and as directed. (Note: Serviceable bricks obtained from item 29 above shall be reused in the work under this item)
M&L for rendering 15mm thick in cement mortar 1:4 on fair face of brick work or concrete surfaces with using Water Proofing Compound , finished even and fair complete all as specified and as directed. Note: Quoted Rate to include cost of Water Proofing Compound as per manufacturor instruction or 3% by weight of cement
M & L for cement concrete ( 1:2:4 ) type B1 using 20 mm graded stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement complete all as specified and as directed. Note : Forming fair finished channel for drain using extra cement will be measured and paid for separately.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and as directed.
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exc 200mm thick (Horizontal or sloping) for fair finished flat surfaces of concrete complete all as specified and as directed.
Formwork to edges of concrete flats, roofs, floors etc not exc 10cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 5cm but not exc 10cm wide for fair finished surfaces complete all as specified and as directed.
M&L Nominal mix 1:2:4 type B1 using 20 mm graded stone aggregate for precast manhole cover including placing & set in CM 1:6 all as specified Including demolition of old RCC manhole covers complete all as specified and as directed.. Note :- Reinforcement shall be measured and paid for separately.
M&L deformed or twisted TMT MS bar 10 mm dia , cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia complete all as specified and as directed.
Demolition of stone setting paving of any description or thickness laid bedded and jointed in any mortar from any position complete all as specified and as directed.
M&L for 50 mm thick sandstone slab and jointed over joist ,manholes etc complete jointed in cement mortar (1:4) complete all as specified and as directed.
Demolition of PCC in ground floors and pavings not exc 15cm thickness ( below or above ground level ) complete all as specified and as directed.
M&L Chequered cement concrete tiles 30cmx30cmx25mm thick with using grey cement and no pigment, set, jointed and pointed in neat cement slurry in floors and 15mm thick screed bed in CM (1:6) complete all as specified and as directed.
M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design and pattern as in foothpath, parks, lawns, drive ways or light traffic parking etc of required strength thickness and size / shape made by table vibratory method using PU mould laid in required colour and pattern over and including 50mm thick compacted bed of fine sand ,compacting and proper embedding / laying of inner locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as specified and as directed.
M&L for 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base to floor finished fair & even complete all as specified and as directed.
M & L for construction of 380mm thick stone masonry soakage wells of size 3.0 m dia x 4.5 m deep complete all as specified and shown in sketch 'A' CEJZ/2004/TD/S-35 Sheet No 1/1 attached at serial page no 107 including excavation and earth work in any type of soil, all RCC/PCC/Cement work, masonry, pipe & fitting etc complete all as specified and as directed. Note:- Sketch 'A' shall be read in reference with with this items and it shall be deemed that unit rate are quoted accordingly
JAGDAMBA CONSTRUCTION COMPANY
MSR INFRATECH
SHRI RADHAYSHYAM JHA
UNIVERSAL INFRAPROJECT PVT LTD
Sh. Manoj Nagar
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