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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-AOC 11 GURU NANAK MARKET AMBALA ROAD SAHARANPUR 247001 | SAHARANPUR | UTTAR PRADESH | 247001 | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹12.6 L+₹68,883.15 (5.80%)Rejected-Finance | L2 | Rejected-Finance Being 2nd Lowest | |
| 3 | L3₹12.8 L+₹96,939.89 (8.17%)Rejected-Finance 93 BAPUJI NAGAR ITC ROAD SAHARANPUR 247001 UP | SAHARANPUR | UTTAR PRADESH | 247001 | L3 | Rejected-Finance Being 3rd Lowest | |
| 4 | L4₹15.3 L+₹3.4 L (28.9%)Rejected-Finance HOUSE NO 02B 2266 SHIVAJI NAGAR DELHI ROAD SAHARANPUR UTTAR PRADESH 247001 | SAHARANPUR | UTTAR PRADESH | 247001 | L4 | Rejected-Finance Being 4th Lowest | |
| 5 | L5₹15.7 L+₹3.8 L (32.3%)Rejected-Finance 800 RAM NAGAR ROORKEE DISTT HARIDWAR UK PIN 247667 | ROORKEE | HARIDWAR | UTTARAKHAND | 247667 | L5 | Rejected-Finance Being 3rd Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
5 Jul 2021, 6:00 pmClosed
SHRI B K SREEKUMAR EE GE (AF) SARSAWA
Garrison Engineer (AF) Sarsawa, Distt. Saharanpur (U.P)
REPAIR TO DRAIN, CULVERT, PATH, HARD STANDING ETC AT AF STN SARSAWA UNDER GE (AF) SARSAWA
2021_MES_451483_1
8121/SAR-20/E8 REPAIR TO DRAIN, CULVERT, PATH
Open Tender
Civil Works
Works
180 days
GE (AF) SARSAWA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE (AF) SARSAWA
₹50,000
Yes
12 Jul 2021
15 Jun 2021
7 Jul 2021
15 Jun 2021
5 Jul 2021
21 Jun 2021
15 Jun 2021 - 21 Jun 2021
Amount
Demolition of brick/stone masonry built in cement/lime mortar of any mix including all quoins pillar ashlars masonry and removal complete all as specified& directed.
M & L for brick work with FLY ASH BRICKS {As per IS-13757 (1993) burnt clay fly ash building bricks}, (OLD SIZE BRICKS) straight or curved on plan exc 6 mtr mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L for Brickwork with subclass ‘B’ bricks, (OLD SIZE BRICKS) straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed.
Demolition of Brickwork or stone/ boulder masonry, laid dry and removal complete all as specified & directed.
M&L for Laid dry Bricks, sub class B, laid flat, in floors, using old size bricks complete all as specified & directed.
All as in item 05, but except bricks
M&L for PCC 1:3:6 type C1 (using 20 mm gradded stone agg )as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, drain channels, copings,parapets copings, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed.
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 Note : Forming fair finished channel for drain using extra cement shall be measured and paid for separately.
Taking down cement plaster or cement lime plaster on PCC/stone surface/brick surfaces including raking out joints hacking for key scrubbing down with water etc all as directed.
M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick masonry or concrete surfaces of walls, mixed with water proofing admixture (ISI marked), finished even & smooth without using extra cement complete all as specified. Note : - Supply only water proofing admixture shall be measured and paid for separately.
M&L for rendering 15mm thick in cement plaster 1:4 on stone masonry surfaces or surfaces other than fair face of brick work of walls, mixed with water proofing admixture (ISI marked) finished even & smooth without using extra cement complete all as specified. Note : - Supply only water proofing admixture shall be measured and paid for separately.
Supply only integral liquid water proofing compound (ISI marked). Make : Pidilite (Dr. Fixit Pidiproof LW) or equivalent of Fosroc / Sika / STP
M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified & directed by Engr-in-Charge.
Demolition of cement concrete (un-renforced) in ground floor and paving. nexc. 15 cm thickness (below or above ground level.) & removal of rubbish material complete all as directed by Engineer-in-charge and all as specified.
M&L for 25mm thick PCC (1:2:4) type B0 (using 12.5mm graded stone aggregate), as in flooring finished fair and even to receive top layer of flooring complete all as directed by Engineer-in-charge.
M&L for Vitrified Ceramic tiles 10mm thick light shade (square/rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15mm thick cement screeding in CM 1:6 Complete all as specified and directed by Engr-in-Charge.
M&L for Non Skid ceramic tiles 7 to 8mm thick (squares/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15mm thick screed bed in CM 1:6 complete all as specified and directed.
M&L for Non - skid Ceramic tiles 7 to 8 mm thick coloured (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15mm thick screed bed in CM 1:6 complete all as specified& directed by Engr-in-Charge.
M&L for non skid ceramic tiles colored 300x300x7mm thick in floor set and jointed in neat cement slurry and pointed in white or coloure cement over 15mm thick screed bed in CM 1:6 complete all as specified& directed by Engr-in-Charge.
M&L for machine cut kota stone slab flooring 20-25mm thick and area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing over screed bed 15mm thick 1:6 cement mortar complete all as specified & directed by Engr-in-Charge.
M&L for Providing and laying prepolished cement concrete Chequered tiles 30cmx30cmx25mm thick, with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape heavy duty , set,jointed and pointed in neat cement slurry in floors over screed bed 15mm thick 1:6 cement mortar complete all as specified& directed by Engr-in-Charge.
M&L for Providing and laying prepolished cement concrete Accupressure tiles 30cmx30cmx25mm thick, with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape set,jointed and pointed in neat cement slurry in floors over screed bed 15mm thick 1:6 cement mortar complete all as specified & directed by Engr-in-Charge.
M&L for 100 mm thick PCC 1:4:8 type D -2 using 40 mm graded stone aggregate as in sub base complete all as specified& directed by Engr-in-Charge.
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 no pigment over 25mm thick sand buyer complete all as specified and 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 & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter 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 directed.
M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed.
M&L for 75 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in plinth protection surface finished fair and even complete all as specified. Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B.
M&L for 40mm thick Cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in flooring finished fair and even to receive top layer of flooring complete all as specified and directed
M&L for Glass dividing strips, 3mm thick, 38mm depth and inserted in position to conform to design complete all as specified & directed by Engr-in-Charge.
Dismantling floor hearth or wall tiling including cement mortar bedding but not backing removing serviceable tiles to store and rubbish of the premises
M&L for Vetrified Ceramic tiles 10mm thick light shade (square/rectangular) polished, area of each tiles n exceeding 0.36 Sqm, fixing in vertical surfaces as skirting and dados etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm thick rendering in CM 1:4 Complete all as specified and directed by Engr-in-Charge.
M&L for coloured glazed tiles 7 to 8mm thick (squares/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, fixed in vertical surfaces as dados and skirting, etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm thick rendering in CM 1:4 complete all as specified and directed.
M&L for Glazed ceramic coloured tiles in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the shade of the tiles over 10 mm thick rendring in cm 1:4 complete all as specified & directed by Engr-in-Charge.
M&L for Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, windowcills,cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over 15mm thick screed bed CM 1:6 complete all as specified& directed by Engr-in-Charge.
Excavation in trenches n.exc 1.5m wide and n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed
M & L for cement conc. 1:4:8 type D2 (40 mm graded aggregate) as in foundation, filling and mass conc complete all as specified and directed.
M&L for 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 directed.
Returning filling in incl spreading levelling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified& directed by Engr-in-Charge.
Removal of excavated material (soil) to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above or below the starting point complete all as specified& directed by Engr-in-Charge.
Demolition of reinforced cement concrete as in cover/slab of drain/culvert/septic tank/soakage well all a specified & directed by Engineer-in-Charge.
M&L for precast RCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for man holes, drains etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including placing in position and set in CM (1:6) complete all as specified & as directed. Note :- Reinforcement shall be measured and paid for separately.
M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work for Rough finished surfaces of concretec flat complete all as specified and directed by Engr-in-Charge.
M&L for Reinforced cement concrete (nominal mix) in Type B1 1:2:4 (20 mm graded stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engr-in-Charge. Note :- Reinforcement shall be measured and paid for separately.
Supply Providing and laying 50mm thick precast SFRC drain cover without frame but including complete sides iron sheets (medium ) complying to the standard specifications as mentioned in the IS 12592 BIS Standard minimum load bearing capacity 2 to 3 ton /Sqm in square or rectangular shape complete all as specified and directed by Engr-in-Charge.
M&L for Mild steel TMT bars 10mm 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 quality conforming to TMT bar complete all as specified and directed by Engr-in-Charge.
Laxmi Builders
G.H. INFRASTRUCTURE PRIVATE LIMITED
S C BUILDERS
sidh builders
RADHA ENTERPRISES
SHAKSHI ENTERPRISES
S.M. KAZIM
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