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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹14.9 L (6.95%)Admitted-Finance | ₹2.3 Cr+₹14.9 L (6.95%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 Cr+₹24.4 L (11.4%)Admitted-Finance | ₹2.4 Cr+₹24.4 L (11.4%) | L3 | Admitted-Finance |
| 4 | L4₹2.5 Cr+₹32.3 L (15.1%)Admitted-Finance NEHRUGRAM DEHRADUN DISTRICT | ₹2.5 Cr+₹32.3 L (15.1%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical not accepted |
| Sl No | Description | Qty | Unit | M /S NATHI LAL UNIYAL L2 | M/S P.N VYAS & SONS L1 | KULDEEP SINGH NEGI L4 | DHARMENDRA KUMAR L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. -Ordinary soil Upto 3 m depth | 422 | cum | 625.77 ₹2,64,074.94 | 586.65 ₹2,47,566.3 Lowest | 675 ₹2,84,850 | 651 ₹2,74,722 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 217 | cum | 193.24 ₹41,933.08 | 181.16 ₹39,311.72 Lowest | 215 ₹46,655 | 201 ₹43,617 |
| 3.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 -P.C.C. grade M 20 Nominal mix (1:2:4) | 108 | cum | 9,909.1 ₹10,70,182.8 | 9,400 ₹10,15,200 Lowest | 11,000 ₹11,88,000 | 10,321 ₹11,14,668 |
| 4.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 25 | 332 | cum | 12,402.17 ₹41,17,520.44 | 11,819 ₹39,23,908 Lowest | 13,200 ₹43,82,400 | 12,918 ₹42,88,776 |
| 5.00 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6 | 5.6 | Tonne | 1,02,641.65 ₹5,74,793.24 | 99,434.1 ₹5,56,830.96 Lowest | 1,10,000 ₹6,16,000 | 1,06,918 ₹5,98,740.8 |
| 6.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) | 7 | cum | 9,212.78 ₹64,489.46 | 8,732.95 ₹61,130.65 Lowest | 10,000 ₹70,000 | 9,596 ₹67,172 |
| 7.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 144 | Nos | 11,151 ₹16,05,744 | 10,454 ₹15,05,376 Lowest | 12,000 ₹17,28,000 | 11,615 ₹16,72,560 |
| 8.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 425 | Cum | 5,434.16 ₹23,09,518 | 4,500 ₹19,12,500 Lowest | 6,000 ₹25,50,000 | 5,660 ₹24,05,500 |
| 9.00 | Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red | 344.03 | sqm | 5,063.98 ₹17,42,161.04 | 4,747.48 ₹16,33,275.54 Lowest | 5,500 ₹18,92,165 | 5,274 ₹18,14,414.22 |
| 10.00 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :
Local Hammer dressed stone of size (450x200x50)mm | 1,093.64 | sqm | 4,634.42 ₹50,68,387.09 | 4,417.18 ₹48,30,804.74 Lowest | 5,000 ₹54,68,200 | 4,827 ₹52,79,000.28 |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
21 Jun 2024, 3:00 pmClosed
GENERAL MANAGER CONSTRUCTION
GMVN HEAD OFFICE, 74/1 RAJPUR ROAD, DEHRADUN
SITE DEVELOPMENT WORK FOR THE CONSTRUCTION OF PROPOSED SHIV TEMPLE UDHYAN AT TIMMERSAIN DISTT. CHAMOLI.
2024_GMVN_71978_1
GMVN- ENGG-TIMSHSID
Open Tender
Construction Works
Item Rate
180 days
CHAMOLI.
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
GENERAL MANAGER CONSTRUCTION
₹4.8 L
DEHRADUN
24 Jul 2024
1 Jun 2024
21 Jun 2024
1 Jun 2024
21 Jun 2024
12 Jun 2024
10 Jun 2024
Amount
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. -Ordinary soil Upto 3 m depth
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 -P.C.C. grade M 20 Nominal mix (1:2:4)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 25
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Local Hammer dressed stone of size (450x200x50)mm
Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). Stainless steel cramps
Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Wedge expansion Fastener with threaded dia 10 mm
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : -Local Hammer dressed stone of size (450x350x70)mm
Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on Stone Cladding : Two Coats
Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately))
Grassing with ' Doobs' Grass (Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed) In rows 7.5 cm apart in either direction
Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod (Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm)
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)
M /S NATHI LAL UNIYAL
DHARMENDRA KUMAR
KULDEEP SINGH NEGI
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