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Tender ID
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
27 Apr 2026, 5:00 pmClosed
EE CD PWD Haldwani
Office of the EE CD PWD Haldwani
5- New construction of Himmatpur Motahaldhu Fattabanger near the houses of Durga Datt Joshi, , Arjunpur for Puran Chandona and other villagers, public roads in Fattabanger near the houses of Haripur Shivdatt Arjunpur near the houses of Govind Ballabh
2026_pwd_94168_1
1027/2 A.C Dated 31-03-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Haldwani
As per attached NIT and condition
2 documents required · 2 mandatory
₹4,720
EE CD PWD Haldwani
₹1.7 L
13 Apr 2026
13 Apr 2026
28 Apr 2026
13 Apr 2026
27 Apr 2026
14 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 For Grading II Material | - | Cum | - | - |
| 2 | Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing , laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate , watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means | - | Cum | - | - |
| 3 | Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing , laying , spreading and
compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable creening to fill-up the interstices of coarse aggregate , watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Mean | - | Cum | 1 | - |
| 4 | Prime Coat Low porosity 6,375.00 40.80 260,100.00
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying
primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | Per Sqm | 1 | - |
| 5 | Tack Coat Providing and applying tack coat with 6,375.00 11.30 72,037.50
B i t u m e n e m u l s i o n ( R S - 1 ) u s i n g
emulsion distributor at the rate of 0.20
to 0.25 kg per sqm on the prepared
b i t u m i n o u s s u r f a c e c l e a n e d w i t h
Hydraulic broom as per Technical
Specification Clause 503. | - | Per Sqm | - | - |
| 6 | 20mm thick Ope n - G r a d e d P r e m i x
Carpet using Bituminous (penetration
grade/modified bitumen) Binder P r o v i d i n g , l a y i n g a n d r o l l i n g o f open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6
mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as
wear i n g c o u r s e o n a p r e v i o u s l y prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller
capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-30 | - | Per Sqm | 1 | - |
| 7 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross
fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30) | - | Per Sqm | - | - |
| 8 | Edging with 2nd class Bricks, laid dry 3,400.00 45.00 153,000.00 lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading
nearly surplus earth within a lead of 50 metres) | - | Meter | - | - |
| 9 | Excavation for Structures Earthwork in excavation for structures as per draw in gand 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 dep | - | Cum | 1 | - |
| 10 | 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 10 Nominal mix 1:3:6 | - | Cum | - | - |
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